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Home My WebLink AboutBURWELL ST., 3616 r' '/ 1-),.. . -- -'"'i" i>.. BREMERTON' PERMIT CENTER 286. 4th Street, Bremer ton, WA 9833.7 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT @) Applicant: LARSEN ROBERT 425-765-6080 31925 NE 100TH ST CARNATION WA 98014 Permit No:. 03-0170 Status: PENDING Applied: 04/03/2003 Issued: Expires: , Job Addr: 3616 BURWELL ST Location: Parcel No: 1524013-111~2000 Owner: LARSEN ROBERT 425-765-6080 31925 NE 100TH ST CARNATION WA 98014 Contractor: SELF Lic #: SELFExp: Subcontr: Desc:.BUILD A 15 X'14 COVERED PORCH **.1< **'1<*** * *.*. ** *.* I< **.*** ** *** ** * * * **,** *.* * *** *** '" * 1< 1< * *** *** * * * 1< ** ** * * * * * * * *** ** * * ** ***** * **** * ** Valuation ,* pei'mit Fees: 500.00 * Plan Check Fees: ...... t< Other Fees: 23.50 15.28 4.50 Total Calculated Fee: Additional Fees: Total Permit Fee: 43.28 .00 43.28 ***************'1<***************************************************************************** This permit shall .become null and void if the building or work authorized by this permit is not commenced within 180 days'from the date of such permit, or if this building or work authorized by such permit is suspended or 'abandonedat.any time after the'work is commenced for a period of 180 days. - \\ . NOTICE - It is the responsibility of the perm~t holder, not the City of Bremerton or Building Official to see to it that required inspections are m~de. The\permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of.the work until such time that the permit ho~er can substantiate to the building official that the. concealed work meets or. exceeds code requirements. An) demolition, testing, or financial burden shall be borne d~rectly by the permit holder. . Failure to substantiate c requirem~nts will indemnify the City against any and all responsibility or liability connected witht e struction.. I hereby certify that I have read and examined this :)~- now the same to be true and correct. All provisions of laws and ordinances governing this type L~ will be complied with whether specified herein or not. The granting of a permit does not presumt to ve authority to violate or cancel the provisions of any other state or local law regulating 0 structt,on or the performance of. construction. ************************** Date: Signature: I certify that I am exempt Section 3, Chapter 126, law irements .of the state contractor's registration law, under : Signature: Date: Permit Center--Approved h,_I<D-A<? te:~ 8L~ "~~t-os ~ _~.";i'C.'\= - :' 1" ". j~(~;: . : ,~.;. '1 . ; ~ .... ~,1: >1 :'; ~: ". ;" }.': t-" '~\J ,,:;,~ .J'>l :f) _ (':'r;,,',.J.C ~ 'J :'~ .1," ~;fl1'0;~ _~::',"::: .'.'7 :-. -; ". :'; 1',:0'" , I ., , ~:::.J~:!~; ,.;:' L, t", t.:,.r':~ :....:\ ~. :d'.' . ,';) J.~ :.<. ';" .r,;'. r. oj" ':'f~ ::':'; ,,: ,:) ~":L '~ . ;~~!~::'I" \ '-. ," . ',:", .L,~',~..;:". f:. "; '. .. -.:: r."' :< ~~ ~i' ,.:' '/'"" :-\);i:i . >, .';';:; f':'(.~ ~l:~" t.,' ~ -{J;. '_','.-; €, :J.~.r;.-:-: .:0:. .. .----.,--,:...: -:;,~: r"-. ,,'r;' ",'," ,: .:~ 5' c'J] .\:. ...... '-':' ~--'.. ..-~." ""i 'ct '.,l. ..,,}-.... '.... . . ,~' 'J~f ..,:.j "r;",j \~ j:,,( I;' ;; ~ .". ,~. ~ '1'; r. :. ~~: ~ .. :" , ,.,.. . ~'l J ~.. , ,Cl::. r .;,' z:: ' " : ~ ~'.' .1,:.l ,-'. - , ' "."I,c' [.':~J.L 'LI"~...:.~.~.,r.l.~. .._ .' 'J ,'f:. '~":: J:, r,. . ,"( ';', ~ ", .~ r 1 :; ). ~ :1 ~ '? . '?.1 ".~:C ~:, 1 I . . ..u': I:. { r '.I::":.>~ :- -.:,::C;'~. ,;3 :- ~} ;:.:;.~-;: U'J t" <~ :"., -'. ~~'~:j:' ;.' :~, ~ " -. \,' J: I .:0)' ~;r(l. ;.~ .~/.- :0 - ,-:-- . - ~~ "_.' -:~\.,' \\ . ~ ..r\: ~\,,<~ ' 'j. ';_ -~- o!>_ ~ ," ~,', , , ','-1< t" '. ~i("' I:" ~:,4~:"" 1l.1~; 1t>! ~j , .' ", .11\, ,~~~: . . ' t '. J ;i; N'i.J'. -1 ~ . . , .:- -I,' ,'" 1a;' , . :"il :, "1lI'\ "'*'lI/"r"'U'in'l"''''~}1;i~~*.,,.*,,, "'* ~}",~ 1<:*.~1< lI<**~~~:Il;,lI*"'~~***~: . ; ,,' ... . . ..... . ,:( ""'1f*l!0I'1t~ \I'll< ~"'~ U1/ 'lI~~".' ":*::~"Il~*"""''I...I'':H U"'~~"'.1t* >'I"':~~:'~:';U"')<"'*U1<. ~~rrr Nu~r: fi3~ .277 '~~t: 15.2~ 04/03(03 1~1~2 hYliclimt Meth.;;ld: eft! ( Ijli.)~'tionl IJlJ?$EK CHl!:\.~ Init: PC it , ., ........, ~'.... ,.... .....,......"....... -....,,.............. -...-......."" -....- -..""_.,.....,..,....... ...."..,..,....... ---- ......~......,....,... -...--.............- , t>et'JI-it Me; OJ~Ol'}O r~: e~y 5LOO l'!:!Uil!~RO l'mO:U ~I.U'Gd No: Ui240lJ"lJJ..~21)i}O:~' ,," SM.. Addr.-esSl: ~616 Bt~Ll. S'r Total 15'.~1I: Tot:al Ul. ,Pults: ealllMil't \ . '" ~*"'*w'it"'.'~ I<fi*1t~**;,j; 113*'" * 'If'i'.'I!1! 1, "if'" ~ 'f>':l\'1iI11t1l: jt 11'*.......11I...* >'1*** *""'" **"Hl .,,;,jUrWI\' ''this i?ll~i; 43,2:e U,2'& 26.00 1.!),2& ,'Wooont C:.x1fi ),(,'-H~. (l~O(1 t 4~.i3G J Vlll&ctip'l:ion 6Qn..on\'~ PLAN CHltt'Z Fm:S JU'i0W'\ t 15.29 ~~~~_~~__.W_~_~~.~~~~~_~~M._~~'~~~~~__W~*~...._~_~._.~_~__~~___~,__~ :"W" ' W"".<l' " /0 ~'o .. f.l. '/ xl: \_ ffj ," \ -- i \ ~ " '} f - "",,\ --.., i! (~" L/'Y~- ) ..i'~; .,. , \' j r \, {' \ ...' / .f ~. \V \. ..., '\. ....,- b-I~~~ \ W' - ~ ~.~ ..,; .......,', ,:'/; " /' '.' it' "'-T' .:" "". ,...,~ J .' .\ r .~. :~" ." If ,;'1; .,. ~ ,; ~ ,,',.,.<:-h"/. ~ 'PmiIHJ'J! QI$!'fIra . ' ;..: . , . ,1:86 4~ $,~_t.Br.ertQr.l...;,.~iit1: 1~1, (3liO) 41"8"'M7J., .i'Mfi. (36(}): *1S"'~2'8 . ., 0.' BUILDDfQ "'BRlUf~ . . , . [' > ; /', .', \ Job Addtl 3'~16 8~ $'r' .' .J:;(Xlal.1Gnl . ..J?~'1'eeJ. i!;oI15~'013~Ul"'20'GO .; ~ " '. r) "piKl'itt No~ 03:,0170 . . ,~tU.ue I Pl!11fi)Uk) AppUed 1.e4TO~IZ.003 :!istiE\dt . B.!tPuu: A)pl,i.cant: I.AMElf.Rai2R't . , '. .25~165,"'.We:Q 31~25. '100"tH ,SIr ~'1'toM;!A ,9&014 . " , '. . , " , " OWner' ~ RO!SRf. 425-16fH.OaO 3-1th NE'lOO'$,S'l: CAro(A'J:'tPN'WA,9&~1A; . . . . Cdntnct<ttlset.r. :, ~ont.f:" Y . ),. , . :~. ", - 4!1: . it to!e t :SELFbr> r . . " ,.0"(::: .atl!UJ 'i\.~5 .ll; '1.4 .OO~ PORCH ';>' I, ~""v"~ " <. ,:'.' ",' , ' ," , " , '.' ,", '.,. *** '11.:1<'1< 1: 'I< ;''/1.** iii ** It "*'" ..w I< *1f"'.llt,* t*'" 1: '" *.1<ll'-****1'<**"t '" '*"'. '" lli 1.* ;It*lI' ""* ** ,,'jc* ....'**11<"'..*** 'II'." ****1111" ***"'. "'* **.1t'lt'll.,* >'f, Wl.h.tat4.On', .- '.Peclll1t ,FHa ;:2.$. $Q. "s€i&.eo' . *,.i'iG Gb9<lk. h.~: 1.5.26 l , .,/<' . Ottu.rr~s: 4,50 Tetal PIi\t-.t Fee., 43.28 , '***\lr#*****"'*1<~~*~*"*~**1<~******~~"*****~**********~*;*<<~'*:u2~:~***~*~~*~*******~****~.~~* ' ' , \, f!\1s )i'en\U.t' e'ha11 b$Q,0ll)$ ft\.l;U, and void :if l~ k authcrizM b1 thh J>$tlUt ill not e0l1llllW0ferEj. t. Q s~' < 1.). i ~f' work autn-ot'iz.4 bt .u~h p.1'Mi t .1s aust.nded or abat'ldO'n$d At ,any tille athr tho li!ocl( nCle( ri.oo of 18Q dltU., . , ,I . NOf~CE - It' iI' t~. uaponeibil'~' "t~~'~o.l er, not }t(l~ City of "'13~rt;~1.', or flUild1'l19 Otfia:i.al 'to 8M to' it. that r~ired UUlf$C't1 , f\'ie~ b~~er rnuat not.U, ;the auildinf Oftcio:j)al wbon 1'e4(b f(i)f;" It)~t,ion$'' 'S'il,iluctt ot tlUt.' ~Q' , 0 notie!fY'. ~Jlhild:j.l1i."o.ffia1..f'of.reqUired iiui,ecU9n' M: .F.fts:ult . iq -tM' st.oli'pJl9'~ 9't th.' wwk) U' su, illle that t .... .~. "mit ~old~' oan. . :"\1Ji).t~ht:iate: to. the ~H~.' ingoff:i.dal ' .t~~t th~ ~$iC.aled wO:rk1b"t.~r HC " ~. t~ " .' . ta:,. Anf.~-emQ~it;i.or:< ,t"tiM'~ or'fi~Ul.~rc1en shan beb01'j')e diriK:'t1t.br tl'le pe-1'll\it hO'~d. '. a~~' tOft.~.. 'antiat. .'.1). od. 1'.~ir.aent. wn..' U inddnifl. .tb..c.tti,,' a~nst; 'fll'iyah<1aH hsponsi.biUtrOc iabJ.l~oonrlwt~ with t,h$ c~~~uction'" .' .., '" ..... ...... " '., ' ',' " c" " , ,I>.het':ltbr ce~t:j.t! . that 1 he..v. ':-..d end-'-.inlild this :i>$rlU.t and knowtil~, ulil$ to h ttu~ and QOJ:ntct.AU ~tO"lidons' Qf' laws .andGlCdlna1lces 9overniu, thia tlr~of t.fork 1ilill btI ;~t.i.ed ilHh tlhether' &pecifiKliweitl , . or not. The, lJtantil"l9 :Q1 a perm;i t' does':nOt ~r"u,.. to 'ifive Qutborih. to violet&'. or aano.! 'th.~r<N~Bion. oi' aR:z ~th.er stitte or'lCx:!tl ~~r~u:l&ti.:M, oon.truct~on OItM porfo~ of Gl,;m$tcuc:ti?,n.. . Total calc~lat~F..: . Add;itioni1 F>MlH .' . 4J.2S . CO, . .l!li'j.!l#t'!.l1;l!l j , , ~' . i~ ( oa'te. : I O&t.t1f1tt,al: J amexemrt n61lt.th& r-e<iuire~nts of. the mtat:. contuctoc '$ I'lJ9'istrat.ion lJ\L ~r SectiO'A 3.,.,C~phr 12~,. lawS! ()f "l%7. 'Si.gnatJ,lr'&f,.1:..: ,I .' " .~ tie t 9 ~-...' \lI1rfl;!r'i(,w***.1I'*i**w1l:1t;;****:**".1Ir1t . :! 'I, '", " " ~:fIllli 'Ii 'Ciirtt1i-l',", "~j>J;'~. .ay: , . Ll'(U NGG. '1' +.o...,~...". . . ~ . ,,~ . .., ,.'" ~ .' *'1'1!'*"', ,,:;;:,.,"e,". ,:~.., . , . 0/,' c,' , t ",,:" 0 .~ ,'~ ~ I" \" 1;, , ' 'r't:' ~ ' '\.~~\..~ V~~~ '\JY' ~~...Jfo \'t""'0~6~' ~~~ ~~7 ~ ' .~~ ~~.~.;;-~~: 'l' :I ~,\'lt( PElImI:\ ~ ,2tf~ 4th Str4'J9t ~ m-~tlWr~ ~ " <Ni0l'l$:.t. {3(ir{}) 1:18-5215 FAX: i ' " W:n.o:rH9 PmMt'! fr! ..~ " " , . , , ,,\'\~.J;' {'<: ~ 'f '''''''ft . .,:,~l.: .;" j" ':~f;', ~, Job Mdl",l 3.(;16 BtI~m:w.. S't l...0<I:1t1 t;j.1:ln : l?il.l~;l No: 1~4'013'"j,U.200n ~$~~t No: 03-0170 StatU$: !>ENtll:OO ~l!~: 04/U3/20fiS IMi!1Jed; txtiire$ ; '/wpU.:Ilmt t ~ ROBER? 42~~ :r6~.6000 31~25 ~ 100TK !T (~JroWATIOR ~ geQ14 'j. Owner: f.ARSE'N MBi';RT 42:HI6./,H,Oe.O 31915 ~ lOOtR s't r.::1\.PN.i\1!W WA 980:1.4 "! S~l)l:ltr : \ \; \, ;: l.ie f~ eJn.F bp: i Cont~act~r: SELF " -'-.'~~. \ tllt5i-:::: ~U1t.:D A .J.5 X .14- e~ l!'OlllCH "'<'~m~'''''.' 1l"dl,Vi''IIt ,11'''''''''''''' ;<1\'1<"''' i<1I JIt:.", " 'l/ "".". ~"'**f;"'. ".,,>u,'<['It ;.11'1<"'..." "'.,."''''''',. "'",,,"'*"'il:'kllo*'" ",_",*jt;if'" Ir!< '/{"",..11" ~.,.'" "'*)I<<':f<"'*"''','''''I*'''* , Va'L\1:QUOO !>OO , l')Q ~ ~~~mit Ee~~; ~ Plan Check ~O$ll R Oth~r F&G$: 2:tl,5('J , 15.:aS. 4.50 fotal Calculattll4 1'4$: ~d4i tiona 12'~1i : '!'::}t$l h(il\it F", ,:1. ~'e .00 43.21'$ 1t*",ik...lt"'**''''", 1r'l< "'II 1('II1I<!t* ** * "'''''''''''''' '10' ill'" 1r*~ ~*,'I< 1< lI-aJt "'''''j( 11<*"**" Ir*",'-.* lI<:i: tr**lI,rl< 11 '1"11'" "'*"'''*1<'*f< ",..."",<#**a:wllili<;l'jlp"ll< '" ,~ " fh:i,$ P"iI11:llit "!taU l'iOC'O&<S,"U.lll aM void. it thll\\ l:Iuj,J.6,.t~lI or liKJtk 4uthor:h:ad bf thb ",'aUf.: :i.ilI not <:~$d II!:.i.thin ltlO tW:1.1l ftOll< th$ date of ii!uch "l'lUj,t, IJ( :it thiJi hu:!.l~ ~r work I.ultb(itiz~ by t>il.1Ch P$':Clllit is; tius!>'llInd..d. or !:i:oo:nd.<l~ ~t JUlY l:irm I'tt.et' tn$ work b <:~l\C~io~ e. ,..rioo of 160 da~l'l, NO'J.'I~E w a j,,$ the U$J>()OO;iJ:iil1 t:r of the J'GnnH hol\i$r. tiot th$ City (t'f ~1I~t'tr:m or e-uildin~ OffiahJ. t.-o !i~e to it thiit l'~'l!iHIl\d i~$~!\!et:i.~m.$ arlt made, 'fhe J.'$rW.t heM411I lIlUst ~lQtity Ui$ S\lilding O'fficbl wh",~, ready for klllil~lICt1e>ns. 11'<I1i1\\I'. (,:.:t' tn'll f.'lO:tl'llit holdl!'! to;:; oo1;it;r the Bu..ldi~ Offioil11 of r~ir.q,d in>lPlJfJtio:t~il l1li!\1 !'~'Hlllt in th.. dC>.l;>r~gfjl of, tb,$ \Nr!t t!ntil 1I.l'C'.h tiM tbat th.. ,>arm t hole\et' c~.1. l1JU~tl\!it1..t2 t.;' th~ l>~ildi!.""9 oftioial tlWi: thE. il:~$iiI,lEl'l work ~l:'Jr or t'$i)&;lOibl c~. llIjjlUinwimb, lUw 1erooliti(.l:('.!" h$t1ng, or fin<llooial burdam $ha.ll l'..'~bcrnl!! dil'OOU;r in th<e p<trl!lci.t hold4'J.", FaJ.hu:. to liub;S\t~r,i'l;i~t$ -eod. uqu:it'1llllltW.-u lolili indll>lllnif:r the Car ~.<JI.ub$t any ~nd aU r"'$t'(,\!\Sibilif l_Habil.it~.etoo with th\l! ~lOl':li1tnwtion. ". r h~nd'lr i:lflrt.i;fy t\"J.it'; ~: ll.li.'.'$ r.J.\Jl.JmaJl;i1.~ ~V~ Be.lY to lWf ttU$ and <roUltot. All ,~'tO'ifJ.sj,Oi':l; o:t li:lwm a~J(i, 0-,!'dinanees gov.rnill'i1! thSl ifPil of ,tJor1l: ~ill ))$ IJ'CIilllPH<lIld uit/l wbnher apeeitilid. horein Qt l':I,,~'l:. 'the ~untj,n9 of a. )'1$t'l\lit ~13 not l'r~f;\lll'lfl to 'livE< authc!:$.'tY tc V'i,Q.~"&.t* t';;&1' th$ ~r.?v.;hi.<'Xlliot 41't~1 I.~thn (iit,j\;t~w r~:1~at:rJ!il' F\lIt.rueti.on ot. th. lP1iIrfonm~. ,yf COOll rue'!: ,on. " 5i\1hat'U^lil;_._~~~,~~_.!-_.~__~ f)fJ/t:e:____':/;..,Z .~Q3--_.- -: '~i,~r;titt tbnt ! 1))1l $;'(fll.lfl;rl: fr':,\\1 the. t"~;Lrmtentlll oi tb.llI ~tlltl!l eO't.itn.l.ltor I II reg:l'stratioo, 1.~'II. uM9r S.$c.t:l.m) ~. C.IHlpt~~ 1<:6, l'l'..r'B of 1967. ~~\'..~ ...."\ Si\~n.lk\tr 9 ~ '!-<__'""""'__._______~_w_~Iw............_...__....,...",.-......____'''',____......_ De. tft ~ ,..............'''..............-",._-......-__ REkEj vEfj.~\ f APR 0 7 2003 ...*'. "''''." ,,*~*ir,,''''~*....1t Ii: "'"*'*"'*"'*'" ~1 LC. LJ-." .,- 11 - 0':':;: \ T- ",~' f :,.'~ .--. "~+:~ft ~~-e-(~tfl't".AP1'-"t(,'!!t1Jcl uy:_______ tw;te, ~~ 0 rc:;' n \In ~ ij <--.1I11 .. .\l,9 15 U W 15 l!:V ENGINEERIN B ......B~t/( '. ~. I '., '" ,'. ~~\,~ G .---- SmfEllUmJ PEmtt'l' cdtEa., Z86 4th Street, Br~tan."'8ji7' Jib_. (360J 478-5275'" ~;'(3601478:-52'18 . -"', '. ,'. " ,. :BUII.DIRGcPEBHlT . ." ; , -,. """.' , .,~ ~ - ?:'" r,~ Job.Addr:361.6 BURWELL aT 1.ooation: P~reel NQI 1524013"111-2000 perlllitNo: ,03-0170 Stat~s: PENDING Applied: 04/03/2003' Iuued: Expires: T9>plicant:' LARSEN ROBEa~ '425-765-6080 31.925 NE lOOTH ST. CARNATION WA960~4 , OWnt\r: ~EN: ROBERT 42!d,,6S-60S,O " '3'1925'.' lOOTH STCARJlATION WA 98014;,";""'" "'" " \':-'~ .' ~~( : Su~ontr,: ' . ,),.",~ t" ),:/ .: ~Exp:' " , "<;, C9ntractori SELF Da,8C: ;BlriW]l; 15 )[~4 CO~ PORCH ".,":,..'.,.' " 1~ ~ . J 1~,.~..,.,...;~", ~*,1\:~11'*11'** ** 11,"'* *'******'1<*******",* **~* *******1""*,*_ ***1.*'****.***********",* ,,******"'''' ,,"'. *** ***11*** ~ ,..r. '.' . . t ... \taluat.l;,(:)h<~,p.rfl1it Fees: '23,50 Total Calculated Fee: 43.28 :!)\)" 0;00; ~. '<,Plan Check Fee, Iii ,'15.28;1i AddiHonalFee8: .00 ,J,' ,,' .*, Other Fees: " 4.50 ,,' Total Pend t Fee:, 43 . 28 . ._~'t ' , ,*"'*it*,*~,*:fI'.*:1i#1<,';'1\:*"".,.1(**~***1I**'**1!** ***II"',****1I'*'********tt.!!** ******** ********!< 1<1<1<********"''''*** ***1l F ," ,!f:!~hil!~ennt .J1al~,~beC01De n~n and void if the bUildi~ or w~rk ~uthor~Zedbr thiIJpermit is notc01IlIll@nced within ;~,\:~~O~y,s :fr()Ui'th~' 'date'of 'suC;h Perm t., or if tbi~.tuildin9 0'7 WO~k authqriz~ by such pe%1!li t is suspended or ; ,abandoned 'at anytime aft"er.th,e \Jdrk is, cOIlIi8enCJfor a peri6e\ of 180 day., ',,' '..,' , '" ,"':\:1 , "il" ' , '.' , '11~,}11~!IC!: ~I.t is ,the, responsibility of thfliPennit: holder, not'the City of Bremer ton or Building Official to see {.;::;t9';;~,that r$tiW:t84 inspections are made. The permit holder JlIUst notify the Building Official when ready for ':~<\',';inspeetions. , P'ailuteof the ,permit holder tonotift the Building- Official of required inspections mar result ,:"1.',""0',.<' .,," . . , .. i~'r:.:in ,~he stoppa<;e of the wO,rk unUli: such time that the pe~m1.t holder can sub8tantiate to the building official '-" , " ,. . :;;" 'tMt' the concealed, workmeetlor' 'ox~e9ds code tequ~:r.men:ts'. Any demolition, testing, or financial burden shall '. ~be borne directly hI the Nrmit hd14er. Failure to substantiate codenquicements will indemnif:r the City againstan:raJ1d, allresponsibilitr or liability connected with the construction, , , I hereby Cl.1:ti.~y that I have' ree.d,and examined this permit and know the, same to be true aJ)(l. correct. All provisions of laws and ordinanc,s gover.ning this type, of work vill be cOlIlPlied with whether specified herein or not. The granting of a ~.rmit does not presum~ to give authorit:r to violate or cancel the prOVisions of any other state or l~al law regulatin'i eon/ltructionor the ~rformance of construction. Siijnstute: ,Datei " :r eerUf;Ythat 'I aID, exempt from the Cliilczuirements of ,the state contractor's registration law, under . t, . . ,s~t:i.on 3, Chapter 126, laws of 1967. Sighat1.,lre: .' . , Date: , *>l';*:****"'****'**"'*"'****,*1l"''''** . P.rmit c..ter-:"p~_ .t~~;!:/-J~/lSX)3 8L~ A..-~ /r~ -0' ~.., ",-"",,"'~ . ~~c' '"" T' ':J;,. i"'.-g" . " ~+.._-"<~" . h '.: - "~I_____ _~),-~ 'i" """"''',; , 0 i 1 ,--'- "',, .1" '!,"': ~' , ~II'---,.='-,.-m.. ...~'--~,.. ---..;~ I'.! ,~... ~!'-.-' IT';':' ,::c:-,~-;:c..,';i---~- I 'I' ' , . ". ' . .C .' ...! '.' i : . -+ .,: .1 Ii' 'I ~~, -- ,.......,1" , '''c-~-'' ./ I i. "''''''\'&' -1P-T--:~,C:j;~:i ' ,i I I ~-r-t,., , ~ :-r- ' , . " , ~. ~ 'I~,.... ,t. ~'.' 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", (W ~ (),'" ' , , , ' ' \.,1 ~~ ~~. ~. , '5(0 \ (0 ',,' 1 6o~uxLl €>~ W' I s-+- N , '~ ' Se.A\~ 10':: 'IL Ivet\-' (20~~ L-~ , . l..J2-S- 7~~- S<a90 ~ 10 IS 7.0 j f f j { ~o '1{J I.\D SO ~ . , , w VICINITY MAP S+ N E-& -< /i\~~\J\S ~ Ij'~' m~R\\)N I\\j~ ~, \j\~S ~ 3nllr g0e.~lt C~~=-=-~~-=~~ ' - '-~T--~~-~~'~-\0 ~ bG,\-\}J~'0 ->~~ ~ cc; ~ [j \:i7 ~ -'\ r , Apu "".> 2"fP:.in1-~lIT CENTER " f'I \1,,' uu3 -'ftJf-ll " , ~ ~ j :{:~'L~,s:~.i:'fA'~1vr-';I>:i~~'';:~'1''ffl;':':ri{{7~=~~~!~~~~ ;;I<:~~~~~~~~.mi31'~~-:J: . B R EM ERTON ; :",l~,L~~:.,~".;(\.MJ.i.;\.'Lf~ ~Jii..vrt'Ic.;W~*~:::if_~J,1iJ,.;-lIlt, ,~!~nt!.t.~Willl~~..-;.;..l.r~l.'t~I!:~hr.lt:~ B' /)'L -.---------------------'---....~"'-,-------,"----, L DING DEPARTMENT 03- 011 0 Department of Community Development ::- 286 4th Street ::- Bremerton ::- WA ::- 98337 (360) 478-5275 :;- Fax (360) 478-5278 RESIDENTIAL SITE PL,AN REVIEW QUESTIONNAIRE Pennit applications are reviewed by our staffto make a preliminary determination of the presence or absence of unique areas on the property. To help us make tbis determination, please supply the following information with a scaled and dimensioned site Ian. Applicant: Description of Proposal: Street Address (or street name if no address has been assi Tax Account Number: Critical Area Questionnaire: 1 . Is there any standing or rurming water on the surface of the site at ANY time during the year? liYES, please describe conditions: DYES ~ NO 2. -"lie there wet areas on the site? liYES, please describe: DYES ~NO 3. Is the site characterized as: 0 Forest ~ Cleared 0 Developed 4. Please give the overall slope of the parcel 6% and the slope at the building site n %. FLA\.Bu\ltm...~S 5. Is the property 'Within 200 feet of a shoreline? o 'YES DYES 6. Will the proposed structure be aesthetically or functionally disruptive to surrounding properties, the neighborhood or the community? r)fNO See diagram explaining the slope calculation on the back. The applicant hereby certifies that all ofthe above statements and the information contained in any other transmittals made herewith are true, and the applicant aclmowledges that any action taken by the City of Brernerton based in who e or in part on tbis application may be reversed if it develops that any such \ statement or othe info ation contained herein is false. 0JvJ\ L I_? _T\< --r ,2J G-/, Date Site Development Figures 15% r~/";?\. Y "\ .. 'h o F i' /' Residential Site Plan Review Questionnaire Percent Slope Calculation Slope is calculated by dividing the vertical distcInce by the horizontal distcInce, then multiplying the result by 100, Example: Vertical Distance of20 feet Horizontal Distance of 100 feet =.2 x 100 = 20% slope l ; . i '/ I Page 2 03-Dl70 ~' ~ ~ ~ U ~/(~ ~-O..~ SS; ~ ,.' 2111':! ' J)lsr 7 AP~ (\;~ oj,. BREMERBERl\lIT CENTER BUILDING OtP~PJMt\H Department of Community Development::- 286 4th Street ::- Bremerton ,:: WA 'r 98337 (360) 478-5275 ::- Fax (360) 478-5278 Building Permit Application APPLICANT: ~WNER 0 CONTRACTOR 0 AUTHORIZED AGENT Site Address 3&; \ lo E> Tax Account Number: I - Check the type of application for below: o NEW SINGLE-FAMILY RESIDENCE 0 NEW COMMERCIAL 0 NEW GARAGE/CAR PORT o NEW DUPLEX 0 COMMERCIAL REMODEL 0 NEW ACCESSORY SLOG D NEW MANUFACTURED HOME 0 COMMERCIAL ADDITION 0 NEW SIGN o RESIDENTIAL REMODEL 0 COMMERCIAL REPAIR 0 STRUCTURE DEMOLITION o RESIDENTIAL ADDITION 0 NEW MUL TI-FAMIL Y 0 GRADING (Cubic yards: -) o RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT 15Q OTHERCtWE1?J1) W:t.oY.- Polli-')1. IS THIS PROPERTY WITHIN 200 ~EET OF A SHORELINE! YES 0 NO rxr Scope of Work Proposed \ 5X [ 4: tJ)VEK~~~r?PO\LQ,\\- IV/A CONTRACTOR: Address: License # Contact Name: Contact Phone #: ) OWNER Name: Cit , State, Zip Phone #: Cit , State, Zip Phone #: ( Square Footage: Dwelling: I ( ()OSC\- o ' pr Garage: Decks: }5x./~ Surchar e Total Fees .1. - BREMERTON PERMIT CENTER , 286 4th street.. Bremertan.. WA 98337 , Phone:: ('360 )-478";'~275 FAX: ( 360) 478-5278 BUILDING ,PERMIT Job Addr: 3616 ,BURWELL Sf:' Location: P~rce 1 No:' 1524013-111-"2000 Applicant: LARSEN RQ,&RT 425....765-'6080 3192SNG lOOTH 51 CARNATIONWA,~8014' ,Permit No: 03-0170 Status: ISSUED Applied: 04j0372bo~ Issued: OS/27/2003 Expires: 11/2~/2003 , Owner: LARSEN ROBERT 425-765'-608'0 31925NE lOOTH,ST CARNATION WA 98014, c.ont"ra.ctor: SELF Lie'#': SElf Exp: Subcontr: Desc: gUILD A 15 X 14 COVERED PORCH , " )I( * *;j(* Ii< * ){(:li:t:,ltil!i)/( Jt;:<< ~**;t: *$.llf*:<<;{( * *)/(:<< it: :/i)j()/C/(:f:,j!)/( *****);( *::K:t: ** *** )/(*:$;*:1(')1: *::l<:)I(::I( * * * * **:/()/: **:i<:::/(:/( * *;(( * ** ** *:f.* *)1( * **:1< *)!( , ValuaLton' i'" ,Penldt Fees:' 97.2'5 Total Calculated Fee:' 164.96 8;055.50 * Plan 'Check Fees: 63.21 Additional Fees: .00 " * ' ,Other F~es:4.50 ,'Total Permit Fee: 164.96 lti)l(lI:: **:k**** It: * :t:)l:: **)\\ * ** **** *)\( *)I()\()I( UlRUlII %:!(* 11:* *** lfI.ll( *)1:* n **)I()Ii,)I( * * * *:<< *,)1( ** * '*)\\ * **:1(:<< ** ** * * t* * >>: * *)1; ** *:1()1: * '* , ' ,:.r.niafjeymi:t J~H b~~gw J'1lj1l ~~i':VOid'~J",t~.....ooil<;;lio~slY }>IiJYkau'thod,%~ by this ponnit is rIOt cCIfflIoonced within, H30 daYs,f'rom ~,~'date)?j. ~h permit. or if th:h~ buildine orwoyk autoo'(ized by ,,$UCh p~Ymit is suspended Ot' '~ndoned at a~",ti:me~t~y !i);} ~~ i,:l'i"e~~ f,l)?j.....a pQ>Yiod 01'180 da)iS. '"I >'N0rlcE - It i$ ther'e$ponsibility of too permit hcJlooY~ not the Ci,ty of f:h'eIIleyton 0'( Building Offjcial to ~ . '- \. , . '. " .- . , to it: that rtil'lljlJ.1rer ir;t$pl\tC.;,t;iJ3rra.....3.rernade. Tlw permit holdet'm\J.stnoti fy the Building Off icLd when n~ady for ., (. ~:. (~.. y ... ''--'-~ ,.~ ^ ~r. ...-J'-'..... , 'l ':':'"I;r~ectiona' FaiJuxt;~ ~~..r/lli;t,;.ktld&r to notif>' the &J.ildirs Official of requinro inspections may l'e$l.llt , oin ,the $topp~ o.f,the- WI.:wk \.Inti! $U(;,prrtime that t,he pet'mi t ,holde'(eM substantiate to the' building official . _""1'1' > ::,.-f.< ~,/. . \ that th'<l concealed~~k."~~}?}C~exc~eds cocJe.Yeql.dn:Mn~mts"Any demolition,"t~~iJ19,Ot' financial bUYden shall' be bbrne directly by t.he 'p~wmit. holdey, Failuye to subst:antiate C:CJde. 'requirements "Jill indemnif)' the City 'agaioot an)' and aH t'e$polieibility ClY liability conneCted wit.h the conSt.Yliction. , , I her'eb)" ceyti fy that I have yead and examined this Plilt'mi t and know the ,$afll(t to be true and conect" ~'ll , proVisions of ia:u.J.s and ordinances go\.in'nill9 this type Of woyk will be complied with whethet' $peei fied he't'.dn 01' not. The gra\1t.im of a, peymit. <ihes rot p're$ume to give authodty to violate 0'( cancel the pYovi~iort$ of l!\l1y otrl\'ifrstate '01' local la\~ ,r-estilatiliQ con,at.yuction or ,the perloYffi<1lnCe of COflGtruction. Signa,tun?:~..:..,~~~______,__ Oate~ t,~.Ye9'Jin~m;;nt$ of the 'state corft:nlctOY'S yeghtration law, uncle\" ",,$iQ\1!!l~tJX~ ' """ ,~.~i'<.'\h.. 1'l"1, <:..<I.,-;:",,L ."" 'it, ~" , "~~r,,\,:i"'~"\\'0"'''' ~ . ...- ,',_'1,,-.' _ ,00t~H..lEi.," 5~7- 03__--. . " > ',~ - .. , **************~~**.*******~ Oaw~f/k3 Permit Center--Approved B . ..>. 1 ,.' .1:,,' ~,,\'. ,-,,' "t.... '". ,,' " ~ I. ~,'" ,t, ;',_, " " : ' ,'. "'1': _" {' ~, ~' .Ji~ ~ '?-", '\J&,;~" .;. ~~. '"~;~{J::;;n.kt~f;;~:'~:~J"~]~,~:'~:~~:r?C; " I " ,,' '..' ".o","'ll: !.~~'"tJ!l';.l",\ I"" .""" . ...." ,~-!t.,'\'I;~~ J, .," ~ .~_"'_~_>w........-.-....~__ _;~,~......,.....~,.......,...,~...-........,...._-:;-_. ~ - /. " (' ,', \, ,\, "./1',1<' 1i,' I,;,' . ....,.\ '\,- ,,:'''': /' BREMERTON g.,~,f.<:t1;~:r;;r",,~;ENTER 286 4 th St r eet'i"'!8r'emer't!gi1F; '7' WA 98337 Phone: (36Q) t78-527~ F.6l~i'i"".(360) 47845278 Job Address: 3616 BURWELL ST Location: ,~ Ass. ACQt."No;., 1524013~;l.11-2000 ."...~. 'r"- o'j'"1 Building Pe,mit "~6: Status: Issued,: Expi'(~: 03-CH 70 ISSUED OS/27/2003 11/23/2003 " '- ..,,{.~ f .' R f;"Q U IRE D ,.,,,, INS P E C T ION S Item: 01100 FOUNDATION-FOOTINGS Item: 01200 FOUNDATION-WALLS Item: 01700 FRAMING Item: 01800 INSULATION ttem: 01900 SHEETROCK NAILING Item: ' 027q.Q." FINAL.~:;:8LDG Dept: SLDG Division: Dapt: SLDG Division: Dept: SLDG Division: Dept: SLDG Division: "".~ Dept: SLDG Division: Dapt: 8LDG Division: **********************~********************************************************* , ," TESTING :;,- J;1u$t~''''be r$eogpizf'...a b/y~ the Wash! ngton Association of 8ui Idi ng Officials SPECINg~: -'Mu;t-be i~gi~te,~d 'wit~ the State of WA I ST OF WA: State of WA Dept. of Labo, and -tndustries ,478-4921 HEALTH: 8Ieme,ton/Kltsap Health District 478-5235 P~,mi t, HOlde;<7.: . Slgnatu,e:" " THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE ** ************************************************* " I1A-- Date?-_~ =-ZZ-f)!-.___ j .. . . , '" ", v~"" :"~;,, \' "', ,_ ~ ".1 I': ;:, ",;:{. ";~" ..\'t; ,'7 ,':"..: r ,... ,:~ ,<t.,,~~:;~"i~:?ir'"'' . ~ l .-' . , ,t,' :,.," ..,..,I'\~' ~ .,'''''~;;~~~~,,~ ~h~.;~~$:::~:T""':Z~~~~~~;~~~+~~ ~<~,F.~~==.= ======~;.,==~""===~== " " " 'PERMIT ,CQNDITIONS ' ..' , permit 'No~'. 03~9.17~)''' .. ' : , Page: 1 :. - ~~~~~;:re: ~~z ~~ ~~P';z'~~ :::::~;Z'?f.5,~~-r;:;;w~:;Y .:~-::~:"~::e::'~~ ~:t':.::<= ~~~,~-='~~ =.~'!:X r::~ =?t :'':::I;;::~ 'Z:. ::::::=::: ::::;:::::5:;:::. ~;:;;:= ~=:=;:;:::;: :-:::1= ~~:=: :::t.:;::::::::::: J'e';" 'Job' Address: 3616 BURWE\;..L ST, , "ASSt. Acc.'.t:'.-No:" '1'5-24013-11i-2000~ '~'.,,', Loc-a't-ioD: , ~:-", ..""..-,.. 0">""" ,,.,.J..'''' ~,:,.,;,.>' ,",-,0' Applied~ 04/03/2003 Approv~d: OS/27/2003 Issued: OS/27/2003 '. : App 1 i,ca nt: L..~l3r%~t:)l,,;~P.~~~J~,,;f;;M;,\I''''''''' , OWner: LARSEN ROBERT , : ':,:i16:nt~''''c;~o..r~'SELF'' "" ....."..; , ,,'1 ~);:;,v~.~' "6"-'.- ~\jS: ',~ I ~~ " ,\~,~ ~" -' '.'-<"<. iH"'If"'" '", {)~,<!'" f w,i:~ ,,,,,,,";...~',," t'" "..,'~'" ..,,' ,'.... " ,:',.. '" ~i, ,~.,,.;,,,,,D;escJ;,i Pit io,r;r: ,,',' ~';(.),'i..:i><<"-" <.-~~'r)I\F",:."",l.c,,*~~,' 00t' ".fW.\<~~f;I.JUi..~,' " '"';;;~hJilJ)j.1,:J?:"~;':'ft,?~.JX~;"+,4,,,:;~9VE.,gE;~, PQRCH"; "J,\~ Conditions: ' .. i. PRIOR TO PERFQRMING'ANY RENOVATION OR,DEMOLITION WDRK, PUGET SOUND CLEAN AIR 'AGENCY '(CU::AN'.AIR ,AGENCY) AND WASHINGTON DEPARTM,ENT OF 'LABOR AND INDUSTRIES (L&I) REGULATIONS REQUIR~ AN ASBESTOS SURVEY BE PERFQR~ED TO DElERMINEWHETHER THERE ARE:. ASBESTO$-CONJAINING MATERIALS IN THE WORK AREA OR STRUCTURE. THE AS8ESTOS SURVEY MUST BE 'CONDUCTED8Y ANEPA CERTIFIED (.AHERA) BUILDING INSPECTOR ,( EXCeCP1', RENOVATION OF OWNER-OCCUPIED SINGLE FAMILY HESIDENCES)... F08 MORE INFORMATION.:PLEA~E CONTACT CLEAN AIR AGENCY THROUGHTHEIR,WE8 SiTE ATwww.pscleanair,or~;rOR BY PHONE AT ..600-;~52-3565 OR 20 ":--689 4058. THE L&I, WEB S":fTE CAN BE : FOUND AT i < 1 ni.w .90 /wisha'/p-ts/asbestos/asbostos. htm" 1 ,- . I "~ ~., ,",', .. D t~>.~ 22-($,'.. , -',' a .. ' " ,,,,,,.,..-.-..:~..........~~-,..._~-~.~~ .--...---.- . ~"" ':~f5~'rrriit Ho..ldey's ,. . S i/g"na t'u 'r'e ' ',~ ' " " ... '. ",. ,-"".,,~I '~1l~"""Y~~C=+~: .,.-~ ," 1;'",.. '.", , " r', '" - ~",' I ...;. J,,--. "":,","'~ ~~.~ '~ , 1~!P~~Jfr!-" ;111- :, ~ .~'~:~~~~;;.,y ~ -: . \C.' ,l, ~ ~',~;' \ /, l . '. "",. . ~ , 'r* ****'* ,*,*::l' * *"r *lCt-*******:".t:* *'****'** ;t;"**..;t: 1t***~:******%**** .>1::* ***:l<.;;C*," * *** ~',. r' ~.'t..~~ ":~T' .i~:~ . ,. '" ',.. . ..,. ~"., \._. ';;;t~:~". i,,<' :;' RE,CE H I '* ;f;.;''<i''*:i';*.ol~ :"1::* 'fjf,,** * ** *" *t.,*,*,*:t' **** ** ****:oj?~*i::t:***'* "*,***** ***** *** *** * H:ECE::li;)1' NumLH;,Jr~ 0300()4!;.7 Amount~ 1'49.68 O~3/27/03 1;?~04 PeY!'n".';nt M~:th',xj: CHI;;:DK, N~)t.s:tion: U\RSEN 1 nit,: PC <,.. .."........ _,,~ ,., ...... ..... ............." ....... "I~' "'"...... ". ,...~ "".. .,..... "...'.,..,"'..........'" .-,.,.:-' _ ,,.,,....... ~~ '..... ,..,.. "-,,' >,..... _, "" .","~ .__~,... ........ ~_ '~:.t""',..... -.............""" '~.' ___ ,....,.. ,,,.... 4-" _...., ".~ ....""......... c_, ,_",,~, '" ,,"'^ ....'~ '.....-...... ,,_ __ .~.. ow. ',/:'::' F'0rl11,it No: Pal"'<.:;el i'>oj!,): 'Si L.3! AddYI)>t:E;,!B~, 03-6170 T~pe: 1 5;240 13'~ 111." 20t)() .3616 8UI:;;~rrLL._('n 8LOGONLY SLOG PEf:;';rlIT'~NO MEeHl Tot~l Fees: 164.96 Total ALL Pmts= 164.96 Balanc@: .00 ***~***~~***~***~*********************************************** Account Cod~ D~5CTiption Amount lt~.<t22 "1001 (2;~Z1:l'> B~)lLDING PliRNI T FEES 97. 2ES H,'<:J45.83Q'~ (:458Q,} f,3AIILDTNG PLAN CHECK FE::ES 47.93 A4'";'~.~'?'Y')' '\'::~ {'")''''3f'~' o;:''\" ','rb:: OLc wr \~ll.f::>"'LJARC't::':' 4 50 'W' ,', ,~,.\. ""~ '. ,,,.z..,. ,",,} ::> ,.11 'I- r ~ ',.'''' ,,1.,.1l'f'1 ,:x~ ' "', ' lId. is P ;a '~:i1l!':~ n t 149.68 "."..." -- ,,,' -. ..... ..."""...... ..... n".......... '"'...~ .-,...., ,...~~....~ "",.....-..,:"' ...,.., _'...... ~;r::4 .... ~- ft.........,... --.. ,7"',:-'" -:.-....~' "~..'H,..,~-:__. -... ~_1 "~~ 7'". -,",,, <... .....~, ~ ---..... ,~~ >t~ ~,,' <,,,,"" ".-<<-,>, ,'-- ..~~ '''''~ ..- .... iI1i ..,' , . Scope of Address: Owner: Contractor: BREMERTON BUILDING DEPARTMENT Inspection Report Permit Number: 03-0l1 0 f:)..-t.A/1A 0/7--. Phone: Phone: 3'01-5 - 7 VJ 5(008'0 Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size Bearing soil (soils analysis if applicable) Special inspector (when applicable) FOUNDATION COMMENTS: FOOTINGS APPROVED: :t!) 7 p~~ WALLS APPROVED: FRAMING Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 x 24) Floor joists and beams/proper clearance to earth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place Mudsill: treated material Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly outside Range hood Dryer exhaust vent All vent terminations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiling heights Stairs: headroom clearance Stairs: rise & run; proper width Fire blocking wall to ceiling, furred walls every 10' Fire blocking: stairs, soffIts, lowered ceilings Fire blocking: tubs/showers Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates Sheet rock backing Wall bracing Rafters size/notching Trusses: specs, bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in COMMENTS: APPROVED: ;() 7/#/e5 I v Insulation: proper R valve Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space ENERGY CODE COMPLIANCE COMMENTS: UNDER FLOORfFOUNDA TION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: .~_u \VWUU V I VI"I~ :S.LN3V\1V\108 paJ!nbaJ uallM JOl!uow UOP!1B~ pe}Sod SSeJPPB 5UIPI!ns C,9) UO!lBJBdas lItJBa Ol 5u!p!s pOOM llj5!1JaljlBeM 5uIPl!ns alqBO!lddB UaljM palsod PBOllUBdnooo paJ!nbaJ uallM 5u!l1l5!1 l\oua5JeW3 paJ!nbaJ uallM su5!s lP<3 paU!BlUIBW S5U!lBJ aJI::! paJ!nbaJ SB 'SI!BJpJBn5 "l? 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"l? seMIS pOOM palJ!lJao \fd3 saM}S POOM uado I\lluauBuuad Jadwep :s501 seE) JJ,O-lnlls AlaJBs :s501 SBE) aoue!ldde JO ,f; U!lIl!M JJ,OlnllS seE) palBoO-punoJ5Japun JO ,,9 U!lIl!M :ed!d seE) apBJ6 MOlaq "l ~ .U!W punoJ5Japun :ad!d seE) lJoddns ~ az!s ad!d SBE) lsal Japun ad!d seE) lJoddns "l? az!s :slona J!B uO!lsnqw08 UO!lBU!UUallUa^ lJoddns "l? az!s :5u!lua^ salqnsnqwoo Ol aOUeJBalO :6u!lUa^ salq!}Snqwoo Ol aouBJealO aoue!ldd\f lJoddns JadoJd 'SSaooB pUB UO!lBOOI aoue!ldd\f '''01 N"H03 VII F. 1 Ma~ 01 02 10:25a 3604785398 7671 Cit~ o~ Bremerton ~ To 3(p l ~c 'A . . <J- 6\A.r~ ~, Fa,,# 5';L73' PUBLIC WORKS AND UTILITIES .4, , , /'l~ ENGL"'EERING neVISION 3027 Ol)mpus Drive. Eremertt)n, WA 98310-4799. (360) 478.;3i8. F:.:..X C3EO) 478-5018 ADDRESS FORM (360) 478-5270, F -LX (360) 478-3398 APPLICANT INFORMATION ,J:.'{.JiEW ADDRESS _CHANGE ADDRESS DAii:: 5/1/{jpZ.. NAME: 1C(J);e/'f' kf> 5e/L PHO~E: 4.:z.5 - 765"- 6tJ.? {;) ADDRESS: ,31975 NE /t'/~ -h( 5~. FAX: - CITY/STATElZ1P: C(7r/4n/7~~ w/i 9?o/-1- KlTSAP COUNTY PROPERTY I.D. NO (rOF;, LOT 70 BEADORESSED): ' 15 ;J.4{)1- 3- 1/1- CZ-t2 12.t) PLE:l,SE DRAW A DIAGRAM OF YOUR PROFE~TY, INClUDING i3.DDRESSES OF NEIGHBORS. DRAW DRIVEWAY LOCATION AND SHOW STREET. NAME Tri.o,.r DRrv8NAY ACCESSES. INDICA;; WHICr. DIRECTION IS MORTri. I- /Jew J*V'; e.. I ;'tJ5J X ~ Bt/I'w&il Sr. ! 1-.1 J4c~~ C?r )1141'! J3(}JL )?er /b..sr t/H/c.<e I ( I ~I :1 ,~ ~ ~ ~ ~ CITY USE ONL.Y. DO NGT WKlfE 8t.LOW fH,S LINE. NEW ADDRESS: 36/.6 f)U1V../611 Sfred ZIP CODE #r )}s;-l//l7~ e APPROVED SYi DATE;, ~ g ! 5/1/t?Z . ..... k'nn"ll {)"~...t-t,";t'V ];...,.."l^u",,-_ -l... Revised 12128199 February 28, 2003 ". Building and Planning for the City of Bremerton 286 4th Street, Bremerton, WA 98337 Supervisor of Building and Planning: I need your immediate help. ' ,'During recent bulldozing of a piece of property located' on the dead end of Burwell Street west of Marion Avenue, the developer,Mr; Larson, has incorporated at least 4 feet of Burwell Street right of way into his property. His water, sewer, and other hook ups are clearly on city road right of way. He has not observed property line set backs. The city' should not allow permits without clearly defined property lines and very careful, in,spections frorT:l any departments ~lIobserving for city ordinances.,: ' , " . -- ' . L . . . "I . ". . ~. " < " . The immediate need is for the city 'toinspect':the' conditions and , widen this road so th~t it clearly has emergency' vehicle access. There are 8 current residences that, use this, dead end. Two of the current'residents have heart conditions. I do not want to call 91'1 for '<'any of my neigl:lbors for a medical or fire emergency and the , responding v~hicles notable to arrive quickly and safely. , '< ' This dead end of ,Burwell Street is rapidly shrinking in" width' because of property ~ owners parking vehicles, putting up fences, trees, etc. Because, of these on going activities, this City road is becoming increasingly blocked for periods of tim~ causing no mail delivery, no garbagepick,up, etc. The city did not pave the entire width of this road last year because there were tree stumps on city property in the way. Those, stumps are now gone. We ,also need a1signfor the road that says "No Parking or Standing"~ This small road should never be, blocked. Please help. This matter needs immediate attention before a traaedv haooens. Please ,helD, This needst9 be correctedquicklv, " ,~'.) , 3/?<~ O~ V()J ~t: -to: ~Ke ~~;~ p~W, ' L-~cUV, ' to " 5 {litt\, , , " ,/! Sincerely, /;L/4 ~:~- 4/L~~/ / /~ , ikha~~rt~ .' . 3633 Burwell, Bremerton, WA 98312 360-479-4739 ~ February 28,2003 Building and Planning for the City of Bremerton 286 4th Street Bremerton, WA 98337 Supervisor of Building and Planning: I need your immediate help. fi g' .5 ~# During recent bulldozing of a piece of property located on the dead end of Burwell Street west of Marion Avenue, the developer, Mr. Larson, has incorporated at least 4 ' feet of Burwell Street right of way into his property. His w,~ter, sewer, and other hook ups are clearly on city road right of way. He has not obsetved property line set backs. The city should not allow permits without clearly defined property lines and very careful inspections from any departments all observing for city ordinances. The immediate need is for the city to inspect the conditions and widen this road so that it clearJY has emergency vehicle access. There are 8 current residences that use this dead end. Two of the current residents have heart"conditions. I do not want to call 911 for any of my neighbors for,"'a medical or fire emergency and the responding veh~icles not able to arrive quickly and safely. ' This dead end of Burwell Street is rapidly shrinking in width because of property owners parking vehicles, putting up fences, trees, etc. Because of these on going activities, this city road is becoming increasingly blocked for periods of time causing no mail delivery, no garbage pick up, etc. The city did not pave the entire width of this road last year because there were tree stumps on city property in the way. Those stumps are now gone. We also need a sign for the road that says "No Parking or Standing". This small road should never be blocked. Please help. This matter needs immediate attention before a traaedy happens. Please help. This needs to be corrected Quicklv. .4 ~r~~, 7 ~;/n ~el 3633 Burwell, Bremerton, WA 98312 360-479-4739 (f) - ---1 fTl ............. fTl VJ CDx OJ U ~ I OJ )> IT] Z . . C ") ~ (f) .44- ['~_ ______...___-- .c_________.. I x P1 ~ ;"'J(~' Oi a. ..... AVENUE -- \ ,.--' l"- cnr 8.:3- -:::I .....co .-. ~I 3 ~ - co _c:: ;=::: ~OJ oS: mm ~ =: r:~r: :0 C ~2 rn '7 =i "'" 5 ~ ~ [fijli ~.,~,,2) -0 . o . ~~() f\.) f\.) · (J1 (J1 · · I I ~ ~ :::0 moo (J1OOO I I 0- m(J1(() 000-, ()) 0 r+- OO () ::T r CDOO = 3 -, ~ CD CIJ CJ (() lfiru :J L, c: Z .'>.;) [PITH = g>8[:t a. .., (IJ -. a.:Jm(IJ 3 3-' ~ a.-. C (IJ (IJ (1) 0 '< ::J -h::J :J (lJO 0 < -. co."'" o 0 ::J -. ~iia.3c :IE tT g (IJ -. g} c (IJ C 5=0 ""'c5"< :IE :J :J (1) ~.::J 0 (IJ ':C cD 0 ""'-0 oCilCiag' o c ::!.s.c :J -h a. ... a. -0 -. CD .J _. -0 (1) 0.. a. ......., a.. 0 -a . ., g~ '< (IJ -. 3 o ..... (1) rJ.Im::,~:v.:~'~~~QE::::!:q:~~:rLi,~~~,ri::~J~:r{:e~:r.i.iiI!::',::,:':::':'::::':,::,::",., '. ':': :",J~:~g'~"IJI From: To: Date: Subject: Laura Freed Adrianne Ralph; Jim Svensson; Patrick CONROY 7/19/023:09PM robert larsen SFR permit f;{jl~.s Hey folks, Addendum to the status report erriail: I have told both Robert Larsen and his surveyor (Con Serve Inc.) that I need a clean, scaled CQPy of the site plan with tapa lines. The surveyor will be mailing this to us. Mr. Larsen is very anxious to' receive his building permit. I am sure he will begin calling each of you at 8 am Monday, wondering if you've gotten the newest surveyor's s,ite map and if it's acceptable and when will his permit be ready. When it comes in, if dri could look at it and confirm that the house and deck will not encroach on the 15 foot buffer, that would be great. If someone wants to write any applicable conditions and approve it for issuance, thatwould be great too. I am sorry to leave this with you all. --Laura ~ BREMER TON PERMIT CENTER 2864th Street~ Bremerton~ WA 98337, Phone: (360) 478-5275 FAX: (360) 478..,...5278 BUILDING PERMIT Job: Addr :3616 BURWELL ST Location: Parcel No: 1524013-111-2000 Appl~cant: LARSEN ROBERT 425-765-6080 31925 NE 100TH ST CARNATION UA 98014 Permit ,~o: 02-0254 Status: PENDIN9 Applied: OS/29/2002 'Issued: Expires: Owner: LARSEN ROBERT 425-765-6080 31925 NE 100TH ST CARNATION WA 98014 Contractor: SELF Lie I: SELF Exp: Subcontr: Desc,: 1989 28 X 60 MANUFACTURED HOME '" ********************************************************************************************* Valuation * Permit Fees: 185.00 fotal ~alcul~ted fee: 189.50 .00 * Plan Check Fees: Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 189.50 ********************************************************************************************* This pe'(mit shall become ,0011 and void if the buildil"l9 0'( wops autho'r'ized by this plnmit is not corrmen:ed within 180 dayS fl"om the date of such pe'(mit. 0'( if this buildil"l9 0'( WO,(k~utho' 'zed by such pe'(mit is suspended 0'( abandoned at any time afte'( the wo'(k is corrmenced fo'( a pe'r'iod of 180 . , NOTICE- It is the'(esponsib, ility of the pnmit holde'(. not the$Cl y' Bn~me'(ton 0'( Building Official to see to it that yequi'(ed inspections aye made, The pe'(mit ~deSS ify the Building Official when Yeady fo'( inspections. Failu'(e of the pe'(mit holde'( to notify the Bu ' Official of n;~quin~d inspections may n~su1t in the stoppage of the wO'(k until such time that the pe'(mtt, 00'( can substantiate to the building official that the con:ealed wo'(k meets 0'( exceeds code '(equi'r'ement~.,i Any demolition. testing. oy finan:ial bu'(den shall : be bo'(ne di'(ectly by the pe'(mit 110100'(. Failu'(e to substantiate code '(equi'(ements will indemnify the City againSt any and all n~spons'ibility 9'( liabi~i ted with the constyuction. I henby ce'(tify that I have '(ead and exami his pe'(mit am know the same to be tYUe and co'('(ect. All p'(ovisions of laws am o'(dinan:es gave . this ype of wo'(k will be complied with whethe'( specified he'(ein 0'( not. The g'(anting of a pe'(mit P'( to give autho'r'ity to violate 0'( can:el the p'(ovisions of any othe'( state 0'( local law '(egula t'(uction 0'( the perlo'(mance of constyuction. Oiate: Signatu'(e: FtK 0-0- q --~ the state cont'(acto'('s '(egist'(ation law. unde'( I ce'(tify that I am exE!'tWt hom Section 3. Chapte'( 126. laws of ************************** \ Date: \, . I a oate:l1-v(/ov , Signatu'(e: Permit Center--Approved .),t.' ,tKft'td, $;~, ' , ...,~" '.. ".,~,,~' " . "'~;,\~)':~:~:~;, . .. . a,REME:R'"1:f~' 7'..~~~~\~~"",,~~~\~frER' I 286, 4th'Stre~t,IBpemerton$ WA' 98337 -,P:h,,'ne,~'(3.~~),',4~t$~~5 " '" EA;<i:.,~~~~.60, J,478-5278 i,,!, ,~" '" " ','..~' '.,BV.Ito.'TNG.PERMIT ',', '> " . \. ' " '",' _ ~",T~,~:;::/" "~\-::l:"- '. " '\" "'.~' - ,-.,', Job .'Addr,:,3'616 BURWELL Sf /' ; , ; PermIt No: 02-0254 Loca'Ho~:"" ,\ " . .,', " " Status:, PENOIt>1G Parcel No :t'~2401.3~11l""2000 ' Applied:' OS/29/2002 , ", Issued~ , APplicant ~ LARSE:N ROBERT 425....765~6080 'Expires: 31}25 NE lOaTH sy CARNATION WA98014 \"..-" ,,~,J r ",t t ' 1":'~>' " ~. ,~ >, .'~:~T:~j~~~;~;~:C:~:;';':'::;~.', '.~"'_' 'i ~ ,.' . , ~-~' L' , "', ,0 '~', " ' . " · a-w,R:: , " 5-alJjd.- , ".I Owner: LARSEN ROBERT: 425":765-6080 31925 NE 10~TH'ST CARNATIQN'WA 98014 Contra.ctor: SELF , , Subcontr: Lie #: SELF Exp: Desc~ 1 iS$p~~1(';60MANVF.ACTUREb HOME - ' , ,", ~: , " - < -' " '} :<< n ***,*')I(**)\()I(* U *,**:I<:t.n)l()t;::I:)I( **)1( *::1: **,:r:~ ~* lU\ *)I(*:I(:4()I(:I/::t * ***)\()I( t)l( * 11::)1( lKlk)l( *:<<lIe)l(:<<:<<:<<)I()I( *:<< u * ** ***}j(**)I( * ** lie:$: ***:<< Valuati:oD*:., Permit Fees~ 185.00. Total Calculated Fee: 189.'50 ., " .,:00:<< plan C'heck ,'fees': " . Additional Fees: ..00 , ',,'..' '" ',."'.'",')I('~ Other Fees:, ,'4.-50 ,Total Permit Fee: ,", 189.50 :<< u* * * *)(( l\()I( * *:;: **** *:<< * )ft)j()IOj(*)I(:<< * ** ** *1I::ll:)\( lK***n **:<<:<< * *** >>: *** u *:<<::<< ** ** *.::1<:)1( *)1( * *)1( *)I()I()I()I( * *:4( ;f* *:<<)I()f. U ** ~ *** ' ... ~<, O(t' u'~' " J ' , Thi,$ p'ermi t shall becOme ,roll ,and void if the b..1i ldins Ot': woik' aU1iho.r;'z:,ed by this pe rill i t is ~t COfll1'lenced wi th1)1 , , 189 daY$ f,YOl1l 't~ date 'of, ~ch p&ni1it", cll'if this buildim or'work al~thOri:z:ed by $Uch peymit is $U$pel'lded'or, J?~' abandorietd '~;, arlY timq after t~ wor'k i$ coimt6l'1Ced fQY g' pedod of 180 days. " , .- '-'" ' , , I~,A OJ ' -, ':\:'_'~- _ ' , , ,NOTICE ;.. It is the.n,t$Porisibility of the permit holder, hot the City of 6remfJ-t-ton or Building Official to ~ ' J ~ " '. . " ' j . . :. _, _ _, _ " " , ',to H.'that reqUi yed; imp~ti~.,~r~lf1ade~ The PEil"'mi t ,holdey ftllJ.$t ,Y:lO't1fy the SUlldinsotficial when ready few, in$pecbori$.: failu're of ,the 'ii>.imit 'hQlder to notify thf;Buildirs Official of requii'ed il1$P~tions lI1lllY result .' , ',.,' , ' ,"- - ",. '0' ',in tfut :~6ppa...~ of, the ,work untilaucn time that the peymit holdeI' ,can SI.,lOsuntiate to thebui.ldirs official, th8.t ih.-concealedworK Il1Ht~ 0;" exc~ "Code. nl'~ir~nt$. Am, derriolitioil. teiltins. 0,'1' fil'laocid burden sh....n bG,bo'r'"fle.di~~tl>, by t:hepe;mit holde'~~ ,Fai1Ul'fl to sUbSt.arrtiate cOde Yequ:inw~l1t$ willi~ify theCHy " , - . ," , , ' . ~' 0 ' u _ , 'agai'f'i$'l;, ~ny and all Y~on$it:lhity or.lisbility conl~teo with the COt'I$truction~, , I',heY~Y CEH'UfY"i:hat ,I hitve'resd arid examined 'thh~ peymit ard know the saine to be't'r'llC and Cl)Yr'!~ci'. All:',. '_ ,,', '- ", " - '.., If' ' , : ;oyov1$10ns of l~ and ordilial1Cft$ 90verniliS, this type of woyk will be ,CQl'Il:>lied with whether $PECifi&d Mt,'ein ' " Or' not. ',The 9yanti:ns of a eeymiti;:loes."mi: pr~' to giw authoYi t)'to,' violate ,01" cancel t:~: pyoVisio~ of ' any othE<Y$tatiii !orciGx::al l:awyegulatil19 constnJotionoy tf1e. perfor'mance of con$truction~ ' ~, "'~' ,:7~~4 -6&- ~"~ IJ ~,11/1 " ' 9lgnatUYe~ , ',,) ~ 1 cl14~ CK, (LJC:.lV~te~-:--_ I, Q&~i~Y,t~t I,.~ ,.Xerftpt;fY~, eqJir .: of tbe $tate contractor's yegietrati~n law. 1.Ili:!e-y sectwn3, C~,t;er't"26, laws 0 1 , " ,', ',' , '.. ~ :("._ '> ,~:,,' " . c, ' " - , ,', ' ',' .,' , ,'. . .,' '0 ' Signatuye: ~ .~ ,,-'\, *~**********%************~* f?9, .'.."', .,.,1 , " ..~'~li-~~(f;~]) ~~-~~" ~ 7~~-(jf)--J' ate: " ","\:i, '., ",' '>",\, " " ,:.'.'^' -;...' " ;;f, lJc , 'I Permi~ Cente0~-AP~roved 'F.",..., ',(I .,.~~.', '" ,',,' !.,c>.~ _ 'CR'JI~ :') 01'.- ^~ I : ,:;..", ,.(;j.... -I, ~. . · /I II ,~(' II / '(" "V:,'~".Ct, b~ ',m t:U-fl . , C t~;\. --, , -- . -.....-......-- r~ ~t,/' V', , '" ..p""'" '.\..... L' " $1!: '~Q~W) ..... ;5 ~<1-q ~()~ ().AJ . , ',' aREMER~BN., ""e ' "~~7f;,t~~j~DTER 286 4t1f Str.etJ:~r~ r.,?'fpn~' UA 98337' Phom:t: ' (360) 47li::",~15' FdX'/.:{360 )478-:-5278 'BUILDING PERMIT" . " ' . . Job A.ddr: 3616 BURWELL Sf Location:' , Parcel No: 1524013-111-2000 ,APplican1:: LARS&;N ROSERT , '425-765-6080 3,1 925 He: lQOTH $T CARNATION iliA 9f!014 j,i # Permit No: 02-0254 Stat,us,: PENDING APplied:, 05/Z9/2oo2 Issued :, , Expires: Owner: LA,RSEN ROBERT , 425-765-6080 3192S'NE lOOTH $T CARNATION WA 9-S014 Contractor: SELF Lie ,: SELF Exp: Subcolit r : Oesc:U4S~""'21) X 60 41A.NUFACTURED HOME *Ulk** ** * ********* * U'**~ **:n ** *~lKlI:); ******* :u;:<< n***:M):**** * **U'):JI(* * * **:1( *:r.** lK *** )X*,****:<<:<< * *** :<<'*** Valuation :<< Permit fees: 165,00 Total Calculated Feet H19.50 .00 )It Plan Check fee,s.: Additional Fe-es:.OO , , * Other feest ' 4.5:0 TQtalPermitFe~~ 189.50 *:at: **_**** * **.******** JlC*:t * ***:<< ******* ****** ******* *** **.*~** *,**** * ** u*** *** *******:+: *:+: * *** lk*** ,( " c, I . . , . Thi$ PliJrll1it $mll ~' rull and void ~f th&t:;l\.tildins 'Or, WQr~ ~tho.t"ix<<l by this p.1'mit i$ l"'tOt '.~ With~~ 1$0 ~,ha.tt'ltt date of euch p$'rmH. err' if ihis b.!il~irls or wode authori:Z:edl;:iy $Uch P,\H'lliit is ,$Uet'><<lndledOY! ,~tKtd "t I\l;I'"Iy time Qn.l" ,,"he- WOrk h~ ~l'1Ced ,(~r a p.;yiod cl' 180 dA>'s. ,;r.~11 . . ' NOnce: .., It i~ ttMt rMPonsibiHty olf the P.\1'IIit ~lckn:. nOt: thlt city of' '8\'"~t'ton or Stti1dil'\g p'l'Hcial to ~ , to ittliat y4t~t,\'"td i~ect).on$ aye ll1llde. The- permit holde-r !I1WIt notify the BUildi"l"'S Official ~ y(Ntdy fot' l\11ilP.ctioliJ$.FaUure of the pe-l'Mit hOldeI' to rotify the BiJildingOfficial of' y~.,~.d:red i~ecti{)ri:\9 my YNllU i,n ~ the etoPPat;leOf thir work t),ntH SlUCh tiMe t.hat t.h!t p~rm.n holder01!ln ~tantiatet.Qthe bui~flIiij official , thS.t. the 'OOi'Jc.e-ale4 work ~$ or ~ oo:J;e rftqJ.ireMt,t1'\:$., ;.;ny ~liUon" tdUng, 0'( fimrw:;.ial ~:cde'lt $11811 ' , bit bo'r1"lft di~tly Py the t:lermit holdei'. Failun& to 9Ub$tanti.t..e ~ YeqiJ.ir~nt$ will i~~tle City , " ~inrt,~Y~rd a~lr~ibtlitY 0'( liability connected with thecol'\$truction. . ,..,., , , . , lbeYeby, e.ert.Hy 'th.-e i haw read al"ld ~ined thilll pnlllitand lcrK:M 'the ~ tq ~ tru* ard conect., All 'Pr~isiOl1$ of laws and' on#y"'f'lON gl;:lW.rnln;t-tli$ type of wod.: will e:. ~Had with wM<ther 9P~ified ,hey.in Oy"f'Pl:,,, T~ QranUl"l9 of, a p~Ymit: <<wrs not PY~ to Siw aut.ho'rity to Viola": 0'( ~l thot 'iH'O\ii,$ton$: of a1'lY ot.he\" stat.e ,6r 19Cal'law yeguiatins comtrubUot) or the- J:>ttrf.9};)n$J1JurM 6onetruc:t.iQf'\,. , . " < ,": ~ . '. ,~. r . . ..... - ,) ~..' .. r, .) , . , , . , 5t~t4ntl: Ofl.'t;e<: I Cl&yttfy that I am e~t hem the l'e'llI,dremeni$l oi-the $~t. contyactcw',. YltS1$t.rat1on ~. umlotr ~ion 3. Chapter 121>. b.W'$t ,ofl~7. $i'gnatUY~I_--, , O#tl1H .' , .f '"<( **~**~***x*~*~**~~***~**.** Oau,6 ~7-/J~ LlA UC'- P!e'rmi t ,Cenier--ApprOve,d By. \FfC~ ... ~.'d0 ~O:X , " ( , .:,'.",:"",d 'fo~' f1IJcuJJ,' ,. ~ .", " , /'1 BR:~::TO~ PpRMXT CENT~ ~~ :.?86 '4t.h ~:e4,~"'" ';~I( \~~7 /, " Phone,: (360) 47$:--S:Z (360:1 ~-5278i 'VVLJ ,r: , "BuxtDtNG PERMIT' "'~ 5-d-.Q -D~ ~ . l.: ]Y, . o;.'r:, (;."'\ ;-ci~f" ~""', ill/! ". ~. Job Addr: 361~8URWELL, $T loc~tlo1i: Parcel No:' t!)24Ql$-11l~200C Applicant; LARSEt~ ROBERT 4Z5-765-MaO 31125 NE100)'j1 Sf CARNAHON WA 9801.4 '/ .,. Permit Not '02-0254 $t~tus: PEND!NG Applied: OS/29/2002 Issued: Ownen LARSeN ROBERT 31925 NE 100TH Sf CARNATION WA '~ I o ~ AI . :t:)((tn~~u:;j(*,*:<<\i(:~O~ 189.50 ,00 Tota it Fee: 199.50 '. ~.***..~*.**.*.********)((.*.** Cont r JI,C tor ; SELF' Subcontr: Oese ~ 19.59"'l',) X 60 MANOr ACTURED HOM~ *** ::!()j(* *:It::~:ifi)j( *:r.** ** ** *****)1( **If:)(( * * :+:,:i($. >>: ** Valuation ~ Permit Fees, .0'0 ~ Plan Check F€es: * Other Fees: %;j( 'IiI)I: It * *)((::I( '#. %)j(ii:;I( %,*:<< * *!4()(( )I:::II()((* * * * *:K'): *,): ~;jC *;K*, \ Thi,.q'll'!''r'mit -$lmll b&\:.cJ9I'~ l'lLtU @nr.:\ '\IOid it tlw buildir\lil ';J~' work autrlCld:;::ii'f.:j !::xl' thie M'r't\1H 1$ not ~11Ced ..<ith~1"I . . , , :iISCu::l4.;x'$ fyOi'll H~ d!t'l:;e O'f $lJcl'l ~*rmit, or if l:hi$ boHdii'1lil 01' "Wt:<Yk autool"ixecl by 5\).ch PfwmH i$ 'JiU$P~nded OJ!' , aban:lbn.,d at; e.rl}' 'lifM: ~.ft.Il.'\" H~ work ie f.Xm1'J'Sn:&.::! for 1>\ ~riod of 1&."1 ,*"Y~l\. . \ ' , ~,' , ~):)nC!: ," 1. t i$ t.h& Y~OO0,i;bU :1:1:.)' ot the per:mi t holdtl&r, not +.1.1. City of 6W!!Nl'iH'tOf1 or e<uildil1g i,}ff i~:i.,*l to ;!>e~ to it that l'~qlJ:hEl<1 tnap<<:t1or\$ Sl~'iI.' tl'rB.dot" j~ tJ~rmi'\t holder I\lt..!$'t notH>' the Buildins Ofh.::;ial Wh$11 'tE'!$\J.:t;." few i~~io:tl$" FaUWf'1l> 1:)1" thep~J'mit ooldn t.o mUfy too S!"rUding Off.ici;al 01' rltGU1r&d impectior~ may l'4\l!$UH. [' .~,.)n t:JI(? w1:opp~ of t11f,lc ,-JOy\( tl.tlbU rodl t:illl-l!' that t~ p4}nni~1 l~r can $lJ.l:l$tMrU""t.e,< to:::> th~ DJildil"1l;l offidal ..,.1,hat t.tJe. ~atllfd WOt k fttHbs or 'B'xcWJ!;j$ cu~ r~~r ,n'b$i" ~rr/ ~rlll?H}7lonl t'E'$tiOO. ("l' f:l.nsnci~~".?}.rden @{"i;illl b~ bO\1"~,dF~th! ';br"'i:l"tfl> ~y~tl:it;_ oola.J. i"$1~ t.o '!'~rttl.$/.d ~~?J"f~~$~11 :~l'ltfy t.he Gii;)' ';"galoot Z\m', and all r~Q~i,.'b)o O~il1;)-' COl ,t~ th~dsrl$trwtJ.Ol1. . /' 1 J\\!'l'".my C~ytit~, th.at I l1flVQ n;iiti ~r&.exa.mi~Vi\.'ljLt and kl"r.JI;J the- ~lW to b<it tr\J& and C;Oll"~t. All P~Y;Ni$:l,OI'l$ of la\>l$ J\tnc:l '6rdh1l9.~ 9CIV&n1ins this> b.ope- 01' 10101'1>; \.inl be ~l;vtd ...lith whatl'l'lfr- clI1'~if19d herli!<fn 0; ne,lt. T1~ '$1'ilIvr1::ln&1 of tl. ptlYJIljt; del..... not p"(t;$U.~ to siV", alJ.th(:)l'"ity to vio1$.t>!' .;.'Jt c.$iYlC:el t~ JJ.l'.;:t\J.i$.iCl1"i$ 01' .'" ,,""" '~~,' '.w'_:~"n.c''''''''U?t,'on or.... :p"f"r~. of ",",r.T!~_<A1' /< . *"""tu<<'. '. . ~~__".c.,_~.U2~___ r c.~).ti r>'the.t :t ;am exoo1fid:. rn;tll t.b", reo;'{lJi rement:l3 01' t;,tw ~ta:t... "'Ont;:ractoT"$r~~I~r'i\t:ion law. w1d*,y S$Chon 2" C'haWt4W 126, 1<.tW'l\l of t967" , ., " ~ $i'9'(~;b;!\(e-~ \""''''''''''''''~_'''__~~~__'''''''''''~_---''''''''';I''''I'f-''''-'''''-~_-''''''''''''''''''''_ t~b$it,t- "'_,,_.......~_~...............~::...w......__\........_ l~~~*~*m~***~~****~**~*~~~* F:Lb - \ '.. c r:5. J, Cl~ Ux s Date;_~~M'''_M___ ,/~~ :.,//' \ I . I / (' L l/\( CJL ~ernli t Center-~~lPpjo'.,led BY~ ~__~_.~~_____: lil.L . Dt~~5f ~ Sr==3 BlJRtue <' S\QtS~::.\' Tax Account Number: Owner: Contractor: C) ~(2r Contractor License#: Expiration Date: Contact Person: Contact Phone#: o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: ) o OTHER: kaT , WITHIN 200 FEET OF A SHORELINE? . I S<l ~ 2. z. 5 S<J. FT:" Decks:2- g'a x Iq /5 x 15 YES NO-X- . ,.' ..,.~,;~~nU;lti.()p,J;"F' PllinR~~~'F~~;'" '~ne.rg)': State: 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 des !:toyed 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 ha:ve prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application aft expiration, the applicant shall resubmit plans and pay a new plan "- S- J-q - L) <r- "' - f Il~Ju'Z~heJ-JD-' cQe~:~ . , . . Ko~J: v..JJj) , fzAK Ou-b'( ~~ f(tV/1 Keu/eiu <-bv~ - k ') DATE: Lj - Z8--D2 review fee. APPLICANT'S SIGNATURE: ..;;:ct/;!~f.~WI_'~~ J-6Yf ::: : P:U1MBI.NG:n/}H:L:::d o ': H: >>MECHA.NlCAL::<O ' Type of Fuel: Occupancy: B Electric Residential B g:mmercial pOil !~ Propane Site Address: Owner: Contractor: Address: Address: Phone: Phone Contractor's License }.;'umber/Expiration Date: No. TYPE OF EQUIPMENT No. TYPE OF FIXTURE IL'u.'\IGE WATER CLOSET WOOD/PELLET STOVE/GAS FIREPUCE BA1HTUB GAS FulL"JACE btu: LWATORY (bath sink) CONVERsION BURNER bw: SHO'WER UNIT HEArER btu: KITOffiN SINK BOILER btu: DISHWASHER GAS PIPING L'\CNDRY TRAY EV_<\PORAnON COOLERS btu: CL01HES WASHER AC UNIT btu: WATER HEATER REA T PUMP btu: mAL REHE...-\T BOX btu: DRINKDJG FOUNTAIN AIR HANDLING UNIT btu: FLOOR SINK OR DRAIN E"."(H.i\CST FANS SLOP SL,\;K RANGE HOOD (residential) WATER PIPING & ALTERATION R.ANGE HOOD (commen:iaI) GREASE TRAP /mTERCE:P1"OR CLOTIiES DRYER HOSE BIBBS IN CL"< "ElL-\. TOR LAWN SPRINKLER SYSTEM DUCT ALTERATION SWI.:vI?vffi.JG POOL TA.'\IKS type: 7 BLDG. SEWER (mobile/moved house) REFRIGERATION UNIT , ROOF DRAINS 01HER 01HER MECHANICAL FEES: PLUi\1BING FEES: CITY SURGL\RGE: TOTAL FEES: APPLICANT'S SIGNATURE: DATE: i!G-~---'Z----1 m d' , I :1 I, I I ~ H I -.- II' ill I111 :11 _ II 1!1 ~~. ~. ' ..; " "..:; ',::fHE::C:".I'< OF' P~IDf A~~, q,PPOltlUN.IU < ". ': " COMMUNITY DEVELOPMENT DEPARTMENT- Laura Freed , Ifreed@cl.bremerton.wa,us ' ~ July 16, 2002 Robert Larsen . 31925 NE 100th Street Carnation, WA 98014 RE: Building Permit #02-0254 for Manufactured Single Family Residence ,at 3616 Burwell St. Dear Mr. Larsen: I have reviewed the revised site plan you submitted yesterday for your manufactured home permit. However, without topographical lines on the plan, it is 'nearly impossible for us to tell whether the new location for' the home encroaches on the buffer for the steep slope. ,As you will recall from my last letter, there must be a vegetated buffer of 15 feet from steep slopes. Please superimpose your site plan on the contour map provided to you by Con Serve Inc. and resubmit the site plan. I will, review any new plan quickly, because I know that you have been waiting for this building permit eagerly. Please call me if you have any questions. Sin~~IY'/1 '~~'_/~. ,,' ':/,. ; L-///Laura Fr~ed ' Current Planner Enclosure Cc: Dri Ralph, Environmental Planner ~ -D I I MJl ~ f5 ~ c::;:) z~ 0 ex) L() C'o.l aCt: = ""0 ~C1.: en lO U4 U4 0:::: C\1 :20 U4 C!:l ~ f'-.. Z 0:2 co - ;:::) g I I J :3 tt:Q ,... (0 (0 L() L() . :" . . LO (0 '<<5 N N Q) V " . E ~ ------~--j ," ~ ~ I () :J X en" i I enO . o~ U 0 -- ~ ~-, ------ -,-'- - en II -- ---- -..~.---' Ol- e: . .- Q) ~- 0... o 0 ---- ---- Q) CJ CD(/) ! ..--- ;-- / CO ,....----- ....-- . . -f ( . - .. L -, . ,- -'~ .-;..- -- -~ ------- 'Y7~~lm 1111III - ,. rH' ClrT 01> ".'OF ....0 o"PO.rUHlFr , , COMMUNITY DI!VeLOPMI!NT DI!PARTMI!NT Laura F....d lfreedQcl.bremerton,wa.us July 10, 2002 Mr. Robert Larsen', 31925NE 100th Street Carnation, WA 98014 RE: Building Permit #02-0254 for Manufactured Single Family Residence at 3616 Burwell st. Dear Mr. Larsen: .' . . ,'~, , :: ~::~~:.ii~ ~ . .;:~I We have reviewed ttie topographic survey made by Con Serve Inc. and submitted to this office on June 26, 2002. We have also reviewed your revised parking plan faxed on June 27. There is a slope of approximately 47% on either side of the area you wish to place the manufactured home. According to. the Bremerton Critical Areas Ordinance, slopes greater than 40% may not be disturbed because grading or vegetation removal on steep slopes is an erosion and landslide hazard (BMC 21.22,100). ,In addition, a 15-foot vegetated buffer must. be maintained from the top and toe of steep slopes. Th~refore, you may not have the driveway and parking spaces where you show them on your plan'dated June 27, because to do that would be to excavate the' top of a steep slope. Also, you must maintain the fifteen-foot buffer from the slopes, which means that you cannot clear the blackberries out unless you re-vegetate with some other plants. 'However, you must have two off-street parking spaces for this home (Bremerton Zoning Ordinance Figure 670a). As we discussed, parking spaces may not be in a front yard setback (BMC 21.02,590). Since you need to have, two off-street parking spaces, and the natural topography of the parcel will not allow soil disturbance to make a parking area, you have a hardship situation that is not self-created and is inherent to the site. These are the main criteria for granting a variance. So, you have a few choices with regard to development on this parcel. . Page 2 July 10, 2002 First, you may apply for a variance to be. allowed, to park cars in the front setback. However, a variance application costs $636.00 and the Hearings Examiner makes the decision, not Community Development ,staff. Again.. however, your building site has topographic conditions that make it almost impOssible for you to comply with the parking requirements without disturbing the steep slopes, and this is a main factor in deciding whether a variance is warranted~ A second choice would be to place a smaller manufactured nome on .the lot that is able to meet the setbC)ck requirements and the buffer requirements of the code. Third, you may wish to move the house back.on the lot such that cars can park in the driveway but out of the 15-foot front yard setback. No matter which option you choose, .you are required to maintain the 15-foot vegetated buffer around the tops and toes of all steep slopes. Choosing the third option of moving the house back from Burwell Street may make it infeasible to have a gravel walk around the perimeter of the house. ' Please call us if you would like to discuss the pros and cons of any particular development alternative. We look forward to. receiving any revisions to your application that you wish to make. /~Z. _ Laura Freed Current Planner Cc: Ori Ralph, Environmental Planner File ~-- KINKO'S REDMOND WAY [4] 001 07/13/2002 11:01 FAX 425 882 2538 --.- Fax Cover Sheet Date: l-l~rO 2- ' To: "LA U ~ ~\7-ee() Company: ~~ Or ~~tJplJ . FlOC' t~~~ 4l~--:,52l~ -, ,: , From: Wb ~"<. , Company: Tel: , 41-'5- 7(0 S- (;f)?fJ ' Number of pages including this one: 2.: kinko's 16815 RedmOnd Way Red\TIOnCI, WA 98052 Tel: (425) 882-1949 Fax: (425) 882-2536 --'- Comments: \,k0-0 Lf\IJ~ 'b '" ~S ~ S \N-;~ : 'f.evJ s ~W J: ~~B\-r~ ~1IA\J\j\ lJ ~ ~~ I'V\ '4'" .. f). \l ~ S~\.J ~ tVJ ~x~ it:>0'" ?#~' <;-. VALLEY MAILBOX , ..'~rO - '.' ,..... 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IN~T^tl.^11uNNtM~ M<:H.t-.IJ!Nq ,'.NII 1Jt.'t;:r:NllfN\: Sl,ol'Fs ~I \AU. \;ii IN I,CClR- IJ~Nr.F WITH Ul'K: ,{!',CfrON ] R~r., u ,,~n l-M.'J V'ltF.'i~ ^ sri'):, sn~<.'l~ll: l;\;<.)'IECHI'oiI. ;;':111, 11.I1I'ol\i ~f"'))MM~Nt)~(),I'Hl?~Wr;l:. COMPACI'hD CRi\I\UI.Ml, Flf.!. OV1'R It' N n.J'TH ~H^f;1. ,HAVE ^ IX)MMt;;"UN TF.'1T, !'J;I\.onw.rm TO 1~HW1U!, ^"r.QI..:;,\TE ,;OM PAC;'n(1l'llS I"II,E,QIiNT, SPECIAL CONOmONS CGNI'''C'' MM:NO"J ,I'JUN[)IITlON W,~TF,M~ f'C~N'Y ,WTHI! Ftl') il'Ji'INC CONl)rr:nN$' ,IN\ 1W; (l,'I:) O\if',R, ,10 I/~To WNfI'srnm OYF.I\ ~(l !'.<PH 1'I,{)OO I.'I,^IN T.i1C^Tr~N 1'11',1.1' Di\fl.l. 1':"':. u~~_ 11)4 T.NT * s:; AG" Cl1t: TOTAL P, 06 BE!25/2B02 12:50 3503743032 CON SERVE INC PAGE 131 i-CONSTRUCTION SERVI-CES IA - -ENGIN-EERING DATA. COLLEcTI'ON"! i ~TOPOGRAPHIC MAPPING i~ -LAND SURVEYS AND SUBDIV!SIO~S I I 1t ~~' ~ (,- ....-fl" ''h -~ ' qj -, , , ""~~~ --" "'~.- 'i-l Q~~ ,.~,~' ' .Q~ SERVE INc~ ~,-~ P, O. BOX 1611, "LAND SURVEYING T~L (360) 874 - 9031 i PORT ORCHARD, WA 96366 " FAX (36~},.,.~74 - 9032 I Transmittal Sheet Date: June 25, 2002 Chris Hugo lFma To: Company: City of Bremerton community development Fax Number: 478-5278 From: David S. Proctor Re (Project): 3616 Burwell - - Robert Larsen Ene: Site plan and topography as requested for permitting Number of Pages, including this cover sheet" 13 'i 06/25/2002 12:50 cP ..... o E ~ ~.~ S ...... . ..... 1"- t1 "0"0 Q.~ "0 cP 0 g. "'D ~:o!Et1l5 o~Q)oo CJ~>~ 0..... a ~ ~ CJ) 0 E:'OS lPCc~ ~ .2 .... ~:5 ::I (I'J :JI ".e: en c:..a ,. cp " o.~-g S ~ 1J '"0 ~ OJ; > c: t: '+'- c: ~ 0.,<<)0 .!.! -g i.5 E t')4DC:"O ._ fJ ~ "C .J: tJ 0 -< c: .......cu 0 360874ge32 c Q) en !.- o --.J m ~~ .cu cm~ ~;ER\iE = He PAGE 02 _tt Q) ~ It-. :) . . m z <( lO ~ ~ CL (0 n w ~ - (j) +..I 0 0 000 L OClO Q)LO<.O ..0 I I OOOlfJ rv 00 to l..l- " '" I I . . l,() L() . 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Q.Q.: ..... _ _".J ~ -; _ :tJ '0,.1 '. ,'" ' :.0 _~. . J ',~ I ~ !!;"~.\ awo'4 ~\ .~~ paJ.nfODJnUDUJ q, oe..: ~ 8Zx 09 ~,.. I' . I t"lll" r5f - "- "",I:; ~~'.... .."------"...-.~:; .. r# . P:"~~ .. ~.. ... ~.... ~ ~... -. ~ . 0' v- ..... 0 t'l _ XQ"', ~.' 06/25:2002 12:50 36!J8743E:i32 FAGE 133 CON SERvE = tJ,C f1~1 ~\~ t~o O~ '0000 l\\\l lOo~ OOr:;,O · o~~ 'IO}\"o~ ' 00 000 ,,' O~O O:;'~~( 000 O~ , ~~~' , Oc:,O, 000 000 'f\\O~C 000 000 o 0 o~\I 0001 ~~ .; o~0~1 ... }\~ L.~ o~~l ~,\~~O 000 000 000 00 OOe o,o~ o~ ....00 .... ' x x x ~ o ~, ~ ~ ~> ~v \- ~ ~ //0 i30 ~O~I~O . ~}'j ~~ /' I~-o ~: 160 \ ! /70 ,.. VI CINITY MAP /0 20 3U ~D 50 frO' 70 eo ?o /ttJ //0 /z-o /J..S . , ::~ll)f>oWER iO 181 ,MEiE.R, ~, ' '~~t" -'I ~lo~ " 20 ,~p_ l -=-=' _ 'c _~~,_WA~,W~V~~GRAtiJ 'I I" :QAlLS - I 30'~, ~~ ~' , <DO-~~ \(. /\">- I ,2 CA-R J .(jj-' , i i . '4o.=~~. J I-II. ~f(,~t~~y,~~ . ..~. ! ~~ SOS\JRFI'CE~ .~,.. i I., , FRoI.JT; I' ; I ; L . ~~ ,,5'_Li J~'A\'P~4 ~ . EE R E\}\SEO <:~nu ;:/ / &b 70 ~o ~' APRo~. ' Cfo /txJ IZD /' C-, 0'V ./ ./ <<. 2.0 3D LtO , , < ; , \...~/ Ii. 50 JfIO - ~o -<05 50 GO (;,2.5 /0 20 30 Liu 30' 10 1 LO 30 L\~ so lilt) -10 -~D .\\0 lO zo 30 _i'tO ...\25 l I 40 5() &0 fGl? 10 3(g1 (n BuRWELL ~WEET S+rJ E , 1 \/ SCA l~ fO ':= ILINt" RO'OER.T LA~5EtJ' (4t5') 0 788-5800 H-DW\E" rli 2.. s"5 7(0 5-loo SO CELL February 28, 2003 Building and Planning for the City of Bremerton 286 4th Street Bremerton, WA 98337 Supervisor of Building and Planning: I need your immediate help. During recent bulldozing of a piece of property located on the dead end of Burwell Street west of Marion Avenue, the developer, Mr. Larson, has incorporated at least 4 feet of Burwell Street right of way into his property. His water, sewer, and other hook ups are clearly on city road right of way. He has not observed property line set backs. The city should not allow permits without clearly defined property lines and very careful inspections from any departments all observing for city ordinances. The immediate need is for the city to inspect the. conditions and widen this road so that it clearly has emergency vehicle access. There are 8 current residences that use this dead end. Two of the current residents have heart-conditions. I do not want to call 911 for any of my neighbors fors,- medical or fire emergency and the responding vehicles not able to arrive quickly and safely. This dead end of Burwell Street is rapidly shrinking in width because of property owners parking vehicles, putting up fences, trees, etc. Because of these on going activities, this city road is becoming increasingly blocked for periods of time causing no mail delivery, no garbage pick up, etc. The city did not pave the entire width of this road last year because there were tree stumps on city property in the way. Those stumps are now gone. We also need a sign for the road that says "No Parking or Standing". This small road should never be blocked. Please help. This matter needs immediate attention before a tragedy happens. Please help, This needs to be corrected Quicklv. . /1 Sincerely, .'?L---/4, ~ , ". /;/', ~//~ ...... Michael Bortel 3633 Burwell, Bremerton, WA 98312 360-479-4739 ., " ':1." BREME~TONPER~ITCENTER 286 4th' Streett '~,f3remerton ~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 "BUILDING PERMIT Job 'Addr: 3616, BURWELL ST Loca tion: Parcel No: 1524013-111-2000 Applicant: LARSEN ROBERT 425-765-'6080 31925 NE 100TH ST CARNATION WA 98014 Permit No: 02-0254 Status: ISSUED Applied: OS/29/2002 Issued: 07/26/2002 !xpires: 01/22/2003 Owner: LARSEN ROBERT 425-765-60-80 ,31925 N~,100TH ST CAR~ATION WA 98014 Contractor: SELF , Lie #: SELF txp: " Subcont r: De$c:, 1989 28 X 60 MANUFACTURED HOME , :tlk:1( *lk *)1( *)I()I()I(* ** **:U:)I( ** **** **:1: *:;:)I()I(:<<)I(:.I( **lK* ***** **:t)f(;n*:lo: *n~ ** * ** **)1()1( ** * ***** *:<< *:t **:*:<< * * * u::<< ** * ** ** ' Valuation ~ Permit Fees: 185.00 "Total Calculated Fee: 189.50 .00 )!( Plan Check Fees': ' Additional Fees: .00 * Qther Fees: 4.50 Total Permit Fee: 189.50 *****************************************************************.*****~********************* ." . This permit shall become rull an:! void if the buildim or work autho,ri:z:ed by thi$pe'(mit is not ccmmenced within ieo days fYorn the date of $LIen pei"mit. or if this P.iUdii'Q or WQl"'k authorized by such permit, i$ $lJ$pe!"ldEd or abandoned at any time after too work is ~l1Ced foy is. period of 18(l daY$., i'KlTICE - It is the yesponsibi li ty of the permit holoor. rot the City of Br-emeyton 0'( Buildi 1'\9 Official to m to it that '(equiyedinspectio\1s s:(e made. The peymit holdey lWst roUfy the Building' ,Official when ready fo'( 1 MlPections. Failuye of the pet'mitholdey to notify the Building Official of yaqui yfiod impectiorl$ may yfi$l.llt in the stoppage of the work until euch time that the permi tho1OOr can $Ub:$tantiate to the buildi ng otfici~l that the conceal*cl work meets or ex~ cccfe requiYements., Any demolition, te$til19, or fimocid bun::len$hall be boYne directly by the permit holder. Failure to eubstantiate code requirements will indemnify the city ag,ai11$t any an:! all respo1'l$ibility or liability cormectedwith the construction. ~ V \ ~ "'>1\"" of tho .ta.. co",,,.eto,'. ....'.."'''00 law, "roo' .,....""eo i:~~ c....7-~,.... ~ 04:- " -- · V\ V \ '\. -~-i- - ********~**.*~**************Jw"" Permit Center-:--Approved By: _---,-_ Date: ,1-- Q& -'O~ ~. . . , ' , , , ;', .:.J/.;:' }f~,"', , .\,,1';: " , ..}: ~: 'f" . -~~. < . :t"I'y-~. " _',', "''1-',,' "e. :.{,c , f , . , - . 'C",,' 'BRe::MeR~ON' PERM4XT :C,EN,TER , 206 4t'h;?~'S;.,~";''';''..""~,:,\>~lo,,r.i<<':jl}t'';'M.,,;,;;~~r''7 ' c .,;, .' SD ~ ,u,'~.,?,f..,.,,,),...,>~f-"'~'f:'~'~,.':rr -':~- "f ~li.Of:V " , Phone::, (360 )478-5275 ,FAX:: _,(3'6.0) ,04.78-5278 ,:,..."",- ei \, 1.\\ Job 'Addr ~ss : Lbcat;lon: , ',., ,Assr Acct, No.: , i ~ 0616 ')SURWEl.,.LST 152401'3-11.1-2000,' t" Building p.imit No~ ,Status: I~$ued: "~E'xpi res: 02-0:254 I $SUED , 07/26/2002 01/22/2003 " !terft:' 01100 Item 'e, ,02300 Item: 02?50 Item:' 02700 FOUNDATION-~OOTINGS SEWER LATERAL DRIVEWAY FINAL-,,:,,8LDG ~........:. INS PEe T r 0 N S '.: R E au IRE D " " Qept: , BLDG Dep't1; PUBWORKS Dept: PU8l,..IORKS Dept: BLDG Division: Division: Division: Divlsion~' - ' ,********************************************************************************* 'TESTING= Must be ~ecognized by the Washington Association of Building Officials SPECINSP: Must b~ registered with ,the Stat~ of WA 5T OF WA: .state of WADept .of Labol a.'nd'Industries 478~4921 HEALTH: 8remelton/Kitsa~ Health Di~trict ' 478-5235 MUST BE SCHEDULED THROUGH THE , ' ****************************************** D. , UO, " 1)' ~( ,,\ 'Il ~1 ff ,~ , " t,,,~...':' ", I I f ' I I .1' I I I" ' I i " "t" i I I, t . , -_--'-"'.'~'c-~,.._,~~.... Dat,e: ' ~~Z~-QL J '-;:1, \;" ;.... " r't" ..:; . {/" '" ' , ..,...... . "'<.. "' '''(~', II;;; ! ~ , . ,,' .... I :'-:~""rl'__ t..,,\ \ l.c..'l.( 1 \ [, ,;)F~) (~-(;;L r 1') , , I ' '7""J<: , ' r 'J~, v " <, '-, " "'<;< .(''', c.t '"~I J j " ~.".. \ ! "'" L~" ({, { ,-,q , 7'"t' , i , ' ;", f\ .1/ ", ~ -f"'>"'~' I,""......;,." ,-<, ,;' "~':~'~'~rlI:r~;~~~~t:q1~'" p ~. '\ ", "0: ~" - r" I..:;; ~', 't:;.' , '. : , . :" '-i" ;'l.i.~c : ~, ' . ::,; = ~:; ~:: ;;~~~ ': J>t); ~,~',~; =~'R~;~ ~~ )';:::~ ~ =,~;:::l ~ =;'= :.~::: l<i:a~: =,%=~~ ==:: =:::: ~ ==:: =:: = ~ %,:,= =:::: ~~=:: ~ ; ,., .' '! ,:'..' , , ,'. 'w",ap.EME!:>T()N~P:~',~, !T."IC;EN,;rr:;R'-"~"\\I' l)-'"' ,,~' :\ ,'~' '\~)'l. ..,f. ~ ,~'~, '~'.' ,.'l',d ',' '!.IX:i . ~~", 't.", -\ ;~~" ""cc.f1~ I," " " .,"iPER'Mi.','C NDrr;tO'NS ".,' '- Pe~mit No: 02-0254 -".".t<':.,ii, 'I" Page: 1 ==~~=~=~~===~~~~~i=:~%=='=~~==~==~===~~:=~==~~~=:=======~=~=:=====~=~;=:~=~~==~ , ;~ JO~'Add'.~e:3616SU~WELl ST. 'Assr A.;:;ct No: 152401'8-111-2000 LocatiOn: . , AP91ied: OS/29/2002 A'P'Proved: 07/26/2002 Issued:, 07/26/2002'" ", -,." Ap~iica~t:LARSEN ROBERT Owner:, LARSEN ~08ERT Co~tra9tor: SELF Deser iptiori': 1989 2B X 60 MANUFACTURED HOM~ , . .~, 'f $ ... ' Condi t,ions: " . ;, " I 1. DRIVEWAY APPROACH PERMIT REQUIREb ";'~~~l:,'oR TO ISSUANCE OF, "SULbINGPERMIT. 7-25-02 R-O-W PERM!:r:'.t# 4251 ,ISSUED 2" FLOOR EL,EVATION OF.~ MANUFACTU~E:D HOME SHALL BE A MAXIMUM OF ' 12 'INCHES ASaVE FINlSHED GRADE"~ 3. LAND lJSE CONDITlpNS QF APPROV'AL:, ,A) Subject to adherence' to 2:'1 te' plan' recel ved by Depa:Ftment . of Commu . YDev€:d,\prne t ,on 7-22-02., ....,,"1',' Date~-Z(()- 07 " , ' , .../ /' Permit ,Holder' ,:, Signature. \..' /' '~~\.<:' < . !c.:~ , )0 .__,r .," ". " , , v, . '.. ' ',".,: - . {...... . ~-, ;{,--, , ~ '" , ,~/-> ::r."- ,f 1: , " < /,' '~ " . , , , "-t"'~' ,_'., ~. _j .~{~ . , -~ " , IJbKLVl.fl' C.ENTER Residential Site Plan Review Ouestionnaire O~-(JJSf Permit J.ppiic:lCions ue revie\ved by our stilffco mJ.ke a preliminary determination of the presence or J.csenc~ vr"unique J.feas on the property. To help us mJ.ke ~his determination. please supply thefollowina in:crm:lCion with :1 scaled and dimensioned site plan. " . ~ 'APPIiC3nt~3me:r(jb0:~1\\ I A%W I Description of Proposal: l ~ )v V I ,\ ~ .... l ~ I :\ " v--- I S treer .-\.ddress lor crostjtr, ee if 110 :Ic;td ess l1a,s bee I " ( 0 C' ' i UJfj\ ~\ ' I T;lX Account :"iumber: I ' '" '/"', ! :S21.fOt3 - I ll-;<<)u() I d())(; Ll Critical Area Questions: I 1. ~s :l:ere my 5t3r..ding vr mnning water 0n ,he surface or:he site :It .-\_ ~""'t' :ime during the /e:lr: [f'l:"ES, ;Jlease -iesc:ibe conditions: rv YES ~'::-iO ~ E:1.S 1Il'l 'Jor:ion ,Jr' :he site been identined 15 :l ',ve~l:md? ~=S ~O ~:- /es ?ie:lSe ,iesctibe: .. . '. . " :..5 :.t:e SIte ';:lJI::c:er:zea. J.S: ?oresr Gentle SLope Steep Slope Ce:lred. Developed I #" .. . -. .5 :::e 3icpe ,:;r :::e ?roperry: C:-~at - - .;... - ~r""'c"''-'' 'v; [;.,;,., "fi() ,'e"" r'.l .;"or"i;n 1 -.;) ~........~ ::' \..J _ '-.. "_' . :. L.u..LJ. _\) ... _'- 'J ::u'J. ""....d. e. ~ . ... ~.- - ~.) :-io ,'), '1,,':'1 -;..~ '"1r"....os""-i --lc~lr" '..,~ 1~s~;"er;cal'I" Jr ~ {"onal'1'1 ~;S-'iJ(;'.~"O 'u""ouna'l'nCf ~rope,.,..;~s -he . ........ _.....\0,0 ...... v:," '-- .;a.J.:..l. ...L.. \".. .J...... _\w L.I...l..! _'~.'. _ \"4 ..tr..,~'" J.~. ~''''''. ::..l';' J.=: ...i.l....... -::=:':~:cr::coc.. ~r :~e~::Jrnmuni[':1 ..---- - , Steep ( lS~/f)~) 15 rt I)r more 3 ft or less Fl:u (O~J'1l co 3~'1)) lOO ft. -:-::~ lPpiic:mc :-rcreb:: ~e::-:irlcs :hat :lU of:he above 5taterne:HS ::u:c :he inzormation comJ.incd in my other :::-:l."1::::'.irta~s :r.alic h~re'.vith are true. :md the applicam J.ck.'"1o\vledges [hat any action tak~n by the City of 3:-~:T:e::-:on based ir: ',vhole or part on this application may be reversed if it develops that any such tai ed herein is taIse. 7-2~-OL Date **************************************.************************* RECEIPT **************************************************************** RECE:!PT Numb~r: 02.000637 Amount~ 189.50 07,/26/0;;: 09~34 Payment Method: CK Notatioh: LARSEN CK Inlt: VW --~--~~._----_._---~_._,~~--,------------------------~------~--------,~ Permit No: 02-0254 Type: M08IlE Parcel No: 1524013-111-2000 5i te I~ddr$s$: 3-616 BURWELL '51 MOBILE HOME PERMIT Total Fees: 189.60 Thi$ Pay/m~nt, 189.50 Total ALL PfiltS: 189.50 B.lance~ .00 **************************************************************** Acc9unt Code D~scY"ipticn Amount 16-322.1003 (221.3) PUJM81NGi PERMIT FEES ~,5 .00 16-322.1007 (2217) MOBILE HOME SET".UP FEES 150.00 643-237.13 (0236) STAn:, OF WA SURCHARGE 4.5'0 ~ ~-~---~~--'----~---__~~__~___~_______~_~__~_____~___,_.__~_~w~_~~__ " '. :'>: - . ";'iii'.~'-~'~' .' :/ -~.>- x ~ '..J '..J PJ 0') '..J Q) 01 -" X '..J ~ ..p.. (J1 x CO ~ o '-4' C/)()(J)aJ r+ 0 () (I) (I) ::J C Q (I) r+ - -, '"0 0 CD -" C ::J C/) .., ~ to - =::UJ ~ S'& a ~ cD6 ~ .., ~ V < c ~~ ~ o 0- ~...... -10, o o r+ i ,. ~... ~; / , ~..\ ?'\) \11 CP -j ~ ciJl'-. ~~ J" ~ ~~ [8 If. {J N I~'N ~l ~ V'\"1- ~:S-t: \:it -..,Q'-^ ~" \,JJ V I o }-J Ut ~ .. ~~ NN (Jl()l I I "-J"-J OJ()J (Jl()J .. .. " -C'.r'" '" 'J"\ .,', ", " " <, ,i' ~. . " ~ "f }. '....~ ~. -:'; ~ ,< I' ~ .>' Ie' I ! .. f ~ ; j t, t ~ "j l ;, p l ( ,I H , ~ f . ',' ~- . ,::,.' 'I~ . .,~, ' .' . , ~. , < 'il j :> ,'\ ~ , '~: ~ 1\ 'J ~~ . ~ .~ '" , :~ .,,':'.' ~ ,~.\ .,',.;,., .~.... I. " ,Tri' ,'.', , , ~,' i ~ " ..' .,' :~~~ ;"', .~;" .~.:'.,'~.!~ p~',:~. ,>.~~~' " ~y~\~ .J.,!,';;,: ..~;'r.: ~;li: [,s' 'J.,' .,' '~,~ ,,: ", j, i~\' : ,,:/)';, ",~:'~-I / ,', , ;, ',' .:.. '. ,.~:~'.... .~ " -~~~~ .," '., "l!.: " ,'., .. Y' .' ...l'r ,. \~:~ ~' 'j'.', \"'- . :; I:;, -ii':' , ,;. .t~. ~;:;.~. ,';'9 . !.!' ~I: ......,,.. .~~ ~.) ~) ..'< i~_: j" ",) ;.- ,; ~', ,1'.' :..;r" ~. ~~ "LA;~ ~'..' , ", <':, '. ..! .',- \~\ .3; f.,', " :~"..' ,'t" ~, '" . .' :...i {'~' ~.-:'i ~ i ,1 -.-,: ',yl I:! .,.... '/'1"- \, '" " \ "" " ,~:-> \ ~ ',. ':. i ~ "'<,,, ,,\ ';.<" ,"\, ~.: . ~ :~-, {. ...;;. .~ ..' , " " , "t, ; .' ,;: ;.\ .. .. .f ,; ',~' ~ " , ,> c.;; r-r 60' x281 CN .--... I'l OJ -c CDx manufactured C -. home ~ I AJ~ ~ :J' OJ )> rrllO 1 Z 10 '--../(fJ CD 4 4 ""D ::J C 0 r+ "'") ~ CD ~ x X '..J '..J ?I f:JJ '..J .j>. !'l 01 '..J OJ OJ .... f x OJ ;I'- o '..J (II 0 lIHD (Dgg~ ~ ()Cb::!. !.O ~~~ 0- _.11:(1) ~ ;:t.("JO .. ~q~ v is 3 .j>... (l) o a. ~ ~ .. 0- o ,.,. ----------------------------- MARION AVENUE ----------------------------- v ~ o ~ -p>--p>-() N N ~ (Jl c..n I I '-.J '-.J -n Q) CO /'V (JlCOO I I u Q)U1(l) oco) COO,-+- 00 o (]) ::r o :3 (() I o ) (f) CD => 0)>00'"-1 :J=oo:y D.. ""enen o...:J(() 3 ~r ~ n. (i)' o (1) en 0 '< ::l -t,,::J :J en 0 0 < -. C n. r+ D 0 :J -. '''':In.30 '< en (1) en :EenO'":Jc M= :::r c ~."" :yor+o< ::E :J (1) (/):J:Jcn":'< -. 0 r+ r+ roo "'0 ..., < ..., OJ o (1) CD ~ 0 o ..., _.c :JO=hn.:J D.. "'0 CD' (1) n. M= "'0 n.?- 0 _...., ..., 00 '< :J X (/) 3 o r+ m m S r- g 0"; ~::o GJ rn 'C] '5 :n rn '"0 ::0 3:io --i ::0 0 ~?1 z ~l .2: ~1 '~;'Ol t:"-..!~ [tIlU ~ c: 0' s \~J; ~ ~\.? r--., ~ c:::I i'.) r.-ifl? u......t.. = c:<! --., 1-,-1 ijULl CS.~ '~/- ;;~<^' ~ ",',{ 'v,' " t' MANUFACTURED HOME INSTAllATION TECHNICAL MANUAL J1} ~ ^ 'S FOR vor- (...A:)( MULTIPLE-SECTION HOMES Keep this booklet with your mobile home. Title VI of the Housing ,end Community Development Act of 1974 provides you with protection egeiNt c.rteln construction IInd ufety hetanIs in yow mobile home. To help enure your protection. the menufecturer of your mobile home needs the Information which these cards. when completed end maIed. wllsupply. If you " bought your hom.from I deller, plel" be sure thet your dealer his completed end mil11ec11 card for you. If you Icquired your home from someone who is not I dlller. you ihould promptly fDI out Ind send I cerd, to the inlnufecturer. It Is important that you keep this , booklet Ind give It to any penon who buys the mobile home from you" ' NOTE: Consumer informltion clrdS Ire loclted in the blck cover lrel of this manuII. Cut off. send in IS required. Technical Document Number 72-07-0001-H REET1IVaJD. - ,~ ~ SECTION l' FOlJNDATION SYSTEM 1.1 GENERAL This manual depicts the most widely used method of supporting mobile homes. Other methods, which provide equal support to the home at the same loca- tions shown, may be acceptable provided they do not stress the structure in a different manner or 1:ause greater distortion to the structure during setup. Also, , other products ancl/or materials equal to or better than those shown, may be used. Homes manufactured by subsidiaries of Fleetwood Enterprises, Ine.: are designed to be supported by in- dividual supports' or piers and anchored with a number of tied owns appropriate for local conditions. These are collectively referred to as the Support and Anchoring Systems. The foundation system must resist vertic3lloads from the weight of the home, plus temporary extra roof loading and it must resist side loads imposed on the home by wind blowing against the walls. Design data describing the roof and wind loads, which your home has been designed to reSIst, may be found posted in the home. Load zone maps of the United States showing roof load, wind load, and thermal zones are also included in Exhibit 1. Individual codes governing homeillstallation.in your area may have specific wind and roof load design requirements which vary from the indications on the load zone maps. 1.2 PIERS The piers used must be strong enough to transmit the vertical load, which includes the weight of the home, its furnishings, and temporary roof loading, to the foundation surface below. Recommended types of piers and footing sizes are described in Appen- dix A and Exhibit 2. Check with local building authorities for any re- quirements for setup of your home due to ground , conditions. 1.3 PIER LOADS The vertical loads imposed on the piers at the various locations under the home are'shown on the "Pier- ing Plan" drawing for this home on a loose insert sheet with this manual. 1.4 The foundation system must also resist the lifting, sliding and overturning force resulting from side winds. A method frequently used is to install ground anchors and tiedown straps in addition to the piers. Your home has been d'esigned with provision for tiedown straps to ,resist side and uplift forces. Each tiedown strap (not furnished by the home manufacturer) must have a working load capacity of at least 3,150 pounds and a total load capacity of at1east 4,725 pounds. Install the straps per recom- mendations in Appendix B. Ground anchors (not supplied by the home manufac- turer) are used with most types of tiedown straps. Commercial designs are available through your dealer or installation contractor. Acceptable anchors can be fabricated from concrete, steel rod or cable or other similar material. Installed ground anchors must --each have a working load capacity of at least 3,150 pounds at an angle of 40 to 55 degrees from the vertical. Although local sheltered conditions may permit in- stallation of the home wjthout tied owns, tied owns as described are the minimum necessary if the home is ,to withstand its design wind load without dislocation. This home is designed for a foundation system which supports the main frame rails. These are the two main beams which run the length of the home. Consult the home manufacturer before using a support system w~ich does not directly support the main rails as this may result in damage to the home. CAUTION BEFORE INSTALLING A SUPPORT SYSTEM WITHOUT TIED OWNS, BE SURE THAT SUCH A METHOD IS ADEQUATE FOR YOUR AREA AND IS PERMITTED BY THE APPLICABLE WCAL CODE. A recommended frame tiedown proc~dure is described in Appendix B. 1.5 VENTILATION AND WATER VAPOR RETARDER The under-floor area must be ventilated to minimize the accumulation of moisture beneath the home. It is recommended that ventilation be provided by openings with a net area of at least one square foot for each 150 square feet of under-floor area. The re- quired area of' openings should be approximately equally distributed along the length of at least two opposite sides with openings located close to <:omers to provide cross ventilation. It is recommended that a layer of 6 mil polyethylene plastic or similar material be used to fully cover the ground under the home to form a water vapor retarder. ' 1 ~ " SECTION 2 "POSITIONING AND SETUP 2,1 PIER POSITIONS Determine the appropriate foundation system for local site and wind exposure conditions, as described in Section, 1. Establish the location of each pier and tiedown for the length of home and locale in which the home is being installed, using the loose insert sheet pro.,.' vided with this manual entitled "Piering Plan", Start with the first section (Figure 1) of the home and install any installation components that might be difficult to place after the section of the home is in position. An ,example would be gr:ound anchors if they are to be installed at an angle. If the recom- mended moisture retarder is placed on the ground under the home, placement of the material may be started at this time. For, conveneience, the material can be left rolled up with sections unfolded, as need- ed, during setup to facilitate placement of jacks and equipment. 2.2 SETTING Move the' first section of the home into its desired final position. WARNING THIS HOME'S STRUCTURE WEIGHS SEVERAL ToNS I ADEQUATE SUPPORT BLOCKING SHOULD BE USED TO SAFEGUARD WORKERS AND THE STRUCTURE DURING ALL INSTALLATION PRO- CEDURES.' PERSONNEL SHOULD Nor BE PER- MInED TO WORK UNDER THE HOME WHERE THEY MIGHT BECOME INJURED, SHOULD THE HOME ACCIDENTLY SLIP DURING THE IN-' STALLATION PROCESS. SECTION "~' -.. SECTION "B" -.. SECTION "c" .. FIGURE 1 'MULTIPLE SECTION DESIGNATION 2.3 LEVELING During leveling, care must be taken to avoid distort- ing the home.' Excessive and/or noilUniform jacking , during the leveling will ~ause the home to be racked and twisted~ This may resultih damage to the home. CAUTION USE JACKING REINFORCING PLATES SHOWN BEWW WHEN JACKING THE FRAME MAIN BEAM (SEE' FIG. 2) 10 AVOID DAMAGE TO mE BEAM AND VOIDING OF THE WARRAN- TY. OTHER EQUIVALENT MEANS MAY BE USED TO ADEQUATELY DISTRIBUTE THE CONCENTRATED LOAD OF, THE JACK HEAD TO mE FRAME MEMBERS After completion of the leveling and setup procedures on the first section per Paragraph 2.3, the floor must be level and the walls must be plumb. All doors and windows must operate freely without binding. Proceed as follows for positioning and leveling the next sections of the home (ReL Figure 1). A , JACK PLATE TO BE CENTERED JACK a) 3lia" x 4" ,x lS" long C-Channel b) 1/4" x l-1/r x lS" long Steel Strap c) Pipe Coupler or Equal 1" Approx. Depth with lIS" Clearance for Jack Head ' FIGURE 2 , ' MAIN BEAM JACKING PLATES 2 2.3.1 'Remove the waterproof plastic and all shipping " braces from the open sides of the first two sections. NOTE BEFORE MOVING THE SECOND SECTION INTO POSITION, IT MAY BE HELPFUL ro LEVEL TllE GROUND WHERE THE INSIDE WHEELS (NEXT ro THE MARRIAGE LINE) WILL REST TO HELP IN SLIDING THE STRUCTURES roGETHER. 2.3.2 Determine the general location of piers and tie- downs for the length of the next section of the home, using the "Piering Plan". Appendix A shows . various types of piers. Exhibit 2 shows pad sizes ' for pier load capacities. 2.3,3 Install strips of carpet padding or fiberglass (pro- vided) around the ceiling, end walls and floor mar- riage line of the first section~ Do not place material where it could obstruct air ducts in the heating system supply or return air duct system. If the home has heating air supply or return ducts passing through the ridge beam or floor structure, be sure that the duct connection, seals are in place. CAUTION , SPECIAL CARE MUST BE TAKEN 10 EN- SURE THAT THIS MARRIAGE LINE JOINT IS TIGHT 10 RESIST AIR INFILTRATION AND MINIMIZE CONDENSATION. 2.3.4 Move the section into position alongside the first. 2.3.5 Bring the two floors together in alignment. Then align the end walls. A recommended alignment pro- cedure is given in Appendix D. 2.3.6 When the two sections are in place, aligned and leveled, complete the fastening of the ridge beams together by one of the alternate methods shown in Figure 3. Sheetmetal roof joinery is depicted in Figure 3 detail "B" and shingle roof joinery in detail ''N'. Gaps between ridge beams, 1-1/2 n wide max- imum, which do not extend the full length of the home may be closed up by filling with lumber and plywood shim strips. The lag screws in the shimmed portion shall be increased in length to ensure that they engage both top chords of the ridge beams, NOTE IT IS IMPORTANT 10 HAVE THE CEILING BELOW EACH ROOF SECTION FLUSH AT THE SEAM BEFORE THE ROOF IS TOTALLY FASTENED. ONE MAN SHOULD WORK IN- SIDE TO RAISE THE LOW SIDE, AS REQUIRED, BY JACKING UNDER A WOOD POST OR SECTION OF STEEL PIPE WITH A WOOD OR METAL PAD AT THE TOP (FIGURE 5.) PLACE THE BASE OF THE JACK ACROSS THE FLOOR SEAM 10 DISTRIBUTE THE LOAD ro BOTH SECTIONS. JACK AGAINST THE CEILING ONLY IN AREAS TO BE COVERED LATER WITH TRIM MOLDING. FIGURE 5 ALIGNING THE CEILING WITH JACK AND POST 2.3.7 Additional piers must be placed under each ridge beam column along the marriage line in accordance with the following steps. This includes fJeld-installed columns as well as factory-installed columns, Ridge beam column locations and configurations are shown on th~ floor pl,an loose insert sheet with this manual. The locations are shown on the floor plan by a square with a number in it, i.e., 11J. Exhibit 3 of this manual shows post configurations which require field installation (F. I.) of one or more members. These posts shall be installed at setup per details in Figure 6. NOTE IT IS IMPORTANT TO HAVE THE RIDGE BEAM PROPERLY ALIGNED AND SECURE- LY FASTENED TOGETHER BEFORE AT- TEMPTING TO SET COWMNS. Fasten the frames or floors together. (See Figure 4). Fasten the endwalls together with No. 8 x 4-inch wood screws installed at an angle at 12 inch on center and staggered. 2.4. TIEDOWN If applicable, connect tiedown straps to ground an- chors in accordance with the ground anchor 3 ~ manufacturer's instructions. A recommended frame " tiedown procedure is included In Appendix R Observe proper tensioning procedures, to, avoid disturbing the level of the home or damaging the home or foundation. Tiedown straps, must be ten- sioned 'alternately on opposite sides to avoid dis- turbing the setup of the home. Over-the-roof tiedown straps are not required on this home to maintain its stability.' The roof, sidewall, floor and frame are all fastened together internally to provide resistance to wind loads. Con- , cealed metal straps on the exterior walls tie the roof to the walls and the walls to the floor. In turn, the floor is bolted to the frame members. These con- cealed fasteners provide the same unifying function as the over-the-roof straps. By providing frame tiedowns, as reCommended in Appendix B or by an equivalent method, the anchoring of the home is c6mpl~ed. These diagonal frame ,ties resist the sideways movement due to wind 'forces and the same diagonal ties plus the concealed fasteners resist the overturning of the home due to the wind forces.. 2.5; COMPLETING SETUP Remove all shipping blocks and clips from ap- , pliances,' windows, and doors. Install fIxtures, shelves or other loose items packaged or attached for shipping. Special details for completing the home, if applicable, are shown on insert sheets at- '., tached-tCuhe tab inside the front cover. 2.6. EXPANDING ROOM See Appendix C for Expanding Room installation instructions. 4 , 3/8" x 6" MINIMUM LAG SCREWS WITH WASHER AT 32" O.c. MAXIMUM STAGGERED. THRU TOP CHORD OF BOTH RIDGE BEAMS. PREDRIll 1/4" PILOT HOLE. LAG SCREW MUST ENGAGE TOP CHORD OF BOTH RIDGE BEAMS AND PLYWOOD WEB OF OPPOSITE RIDGE BEAM. ROOF SHEATHING & ROOFING PAPER (TYPICAL) RIDGE BEf'M (CONSTRUCTION MAY VARY) 12" WIDE SHINGLE RIDGE CAPi=ORMEO FROM STANDARD SHINGLES OR ROLL ,ROOFING FASTENED WITH 1" x 1" x 16 , GAUGE STAPLES OR ' GALV. SHINGLE NAIlS APPROX. 6" O.c. 8" STRIP OF METAL OR 8" STRIP 'oF "PLY-DRY" PAPER OR 15 LB. ROOFING PAPER MAY BE INSTAlLED UNDERNEATH OR ON TOP OF LAST COURSE OF SHINGLES. INTERIOR WALL 3/8" x 6" MINIMUM LAG SCREWS WITH WASHER AT 32" O.C. MAXIMUM STAGGERED, THRU TOP CHORD OF BOTH RIDGE BEAMS. PREDRILL 1/4" PILOT HOLE. LAG SCREW MUST ENGAGE TOP CHORD OF BOTH RIDGE BEAMS AND PLYWOOD WEB OF OPPOSITE RIDGE BEAM. RIDGE BEAM (CONSTRUCTION MAY VARY) A. ALTERNATE SHINGLE ROOF CONNECTION 8" x 30 GAUGE GALVANIZED SHEHMETAL 1" SEALANT TAPE INTERIOR WALL B. ALTERNATE SHEETMETAL'ROOF CONNECTION F,IGURE 3 TYPICAL ROOF CONNECTION DETAIa.S 5 , ' 1/2 ell x r MACH. BOLT W/LOCK WASHER & NUT OUTRIGGERS ALIGN 1/2- 4> x 2- MACH. BOLT W/LOCK WASHER & NUT --"I MAIN SECTION OUTRIGGER ADD-ON SECTION OUTRIGGER OUTRIGGERS MAY OR MAY NOT ALIGN I--- MATING LINE RIM JOIST 3/8- 41 x 6- LAG SCREWS @ 18- O.c. (PAIR @ 36- O.c.) , FIGURE 4 , MULTIPLE SECTION FRAME CONNECTIONS 6 . , FIELD INSTALLEDPOST UPLIFT STRAP. SEE NOTE #1. FIELD INSTALLED POST. SEE NOTE #2 I L_ TYP. NAILS SEE NOTE #1 TYP. NAILS SEE NOTE #1 FIELD INSTALLED POST UPLIFT STRAP, SEE NOTE #1 TYP. PIER RIDGE BEAM RIM JOIST RAFTER CEILING BOARD U Il~ NOTES: 1. When sections are joined 6 - tabs of field installed post uplift straps shall be folded vertical and fastened to post as follows: 3 - Wide steel strap: 14 - 7/16 x 1- x 16 ga. staples or 12 - 10d Nails 4 - Wide steel strap: 20 - 7/16 x 1 x 16 ga. Staples or 17 - 10d Nails 2. After uplift straps are fastened field installed post shall be snugly fitted between ceiling and floor and attached to adjoinini,post with #8 wood screws at Min. 12 O.c. for entire post height. Alternate fasteners: 16d nails at 12- O.C. FIGURE 6 CENTER BEAM POST"FIELD INSTALLED 7 .. MAIN SECTION ADD-ON SECTION 4" x 30 GA. GALV. STEEL STRAP ATTACH WITH NO. S x 2" SCREWS @S" O.c. EXTENDS FULL LENGTH OF JOINT BETWEEN SECTIONS EXTERIOR SIDING CONNECTION TO BE FLASHED AND CLOSED AS APPROPRIATE FOR TYPE OF SIDING USED. FIGURE 4.1 MUlTIPLE SECTION CONNECTION ALTERNATE STANDARD SIDING NOTES: 1. GARAGE STRUCTURE SHALL BE DESIGNED SUCH THAT NO GARAGE LOADS ARE TRANSMITTED INTO THE HOME'S SIDEWALL. 2. GARAGE AND DORMER SHALL BE DESIGENED AND BUILT PER LOCAL REQUIREMENTS. 3. PONY WALL OR SKIRTING TO SEPARATE GARAGE AND UNDER-HOME AREA MAY BE PART OF GARAGE WALL IF PROPERLY SEALED TO HOMEWALL. ' NON LOAD BEARING PONY WALL OR SKIRTING (SITE-BUILT) GYPSUM BOARD ON FACTORY INSTALLED CONSTRUCTION. GYPSUM BOARD TO BE INSTALLED ON FIELD CONSTRUCTION. SITE-BUILT GARAGE 28 GA. METAL FLASHING UNDER ROOFING., ATTACH ONLY TO MOBILE HOME OR GARAGE WITH 8d NAILS @6"O,C. 7 3/8" COX. 24/0WITH 8d NAILS @ 6" O.C. EDGE & 12" O.C. FIELD 8" x 8" x 3/8" PLYWOOD OR 8" x 8" x 26 GA. GALV. SHT, TYP. BOTH SIDES OF TRUSS JOINT WITH ' S-16 GA. x 7116" x 1-1/2" STAPLES IN TO EACH 2 x 4 MEMBER EACH SIDE OF JOINT ROOFING TO MATCH MOBILE HOME. TRUSSES@ 16" O.C. TO ,MATCH TRUSS BELOW TOENAIL TRUSS TO 1 x 4 WITH 2-16d EXISTING ROOF NAILS (TYP.) 1 x 6 OR 2 x 6 NO.3 H.F.; ONE SIDE 1 x 4 (REMOVE ROOFING TO PROVIDE WOOD TO WOOD BEARING FOR. 1 x 4 TYP.) FASTEN 1 x 4 TO ROOF WITH2-16d GA. x 7/16" STAPLES @ 16" O.C. TO TRUSS BELOW FASTEN 1 x 6 TO 2 x 4 WITH 14-16 GA. x 7/16" x 2" STAPLES (TYP.) (USE 3-1/2" LAG STAPLE IF BOTTOM CHORD IS 2 x 6) MOBILE HOME ON SIDE CONSTRUCTION MOBILE HOME ALTERATION 8 SECTION 3 UTILITIES All utility systems are given a fmal quality assurance test at the home manufacturing facility. To ensure that no damage occurred in transit and that the final connections are proper,specific field tests of the utili- ty service connections must be made during installa- tion of the home. ,--All utility. connections must be made _by__qualified service personnel who are familiar with local regulations. See the Owner's Manual for other impor:tant infor- mation concerning utility connections. 3.2.3 The gas system must be tested to ensure that it is free from leaks.' A 'recommended gas s~stem test procedure is included in Appen- dIX E. Do not pressurize the gas line in excess of 8 ounces maximum to avoid possible damage to the gas vlaves and regulators. 3.2.4 After completion of recommended tests, con- nect home gas inlet, to gas' supply line using a listed gas connector of the capacity indicated on the 'label by the gas inlet. ' 3.1 SYSTEMS TEST INSULATED CROSSOVER DUCTING CAUTION THE APPLIANCES IN THIS HOME ARE EQUIPPED FOR NATURAL GAS. IF THE GAS SUPPLY IS LIQUlFlED PETROLEUM GAS (LPG), IT IS NECESSARY THAT THE AP. PLIANCES BE CONVERTED 1'0 LPG IN ACCORDANCE WITH INSTRUtnONS PRO- VIDED BY THE MANUFACfURER OF EACH APPLIANCE. ' 3.2,5 Connect the provided flexible heat duct crossover between the two duct connectors that extend below the floor bottom closure. Ar- range duct as straight and smooth as possi- ble, do not ~ompress or kink. Support the duct with metal straps or plumbers' tape secured to floor joist as shown in Figure 7. Do not permit the duct to rest upon the ground. NOTES: 1. Install collars extending through botlom board. 2. Secure collar to duct with sheetmetal screws at 3" a.c. Cover joints with duct tape. 3. Opening in crossover collar is to be sealed with poly sheeting and duct tape for ' transporting. Crossover duct to be shipped loose for field installation. "S" SECTION "A" SECTION , MAIN DUCT ! MAIN DUCT INSULATION 3.2 GAS SYSTEM AND HEATING DUCT, 3.2.1 The gas piping supply system has been designed fora maximum pressure of 14 inches water column (1/2 psi). For the safe and ef- fective operation of this system, thecgas supply pressure should be between 14 and 7 inches water column. 3.2.2 Check to determineifthe home has a gas line crossover between home sections. The gas crossover is located below the floor structure on the marriage line between sections. It is equipped with a flexible metal connector and a quick-disconnect device. Remove the plastic covers from the quick:' disconnect device and snap the two halves together to complete the connection. COLLA~ SHEETMETAL : 'G' '.' SCREWS SEE NOTE 2 MAIN DUCT "f>!' SECTION METAL SUPPORT STRAP 2 . 12 REDWOOD, OR PRESERVATIVE, INSULATED TREATED PAD CROSSOVER DUCTING UNDER CHASSIS INSULATED, CROSS, OVER DUCT, OUCT TO BE SECURED WITH METAL STRAP UPON INSTALLATION. AS REOUIRED INSULATED CROSSOVER DUCT lNG, HEAT RISER JOIST INSULATION COLLAR CLAMP ALTERNATE CROSSOVER DUCT SUPPORT WARNING DO Nor LIGHT APPLIANCE PIlDT LIGHT UNTIL EACH APPLIANCE HAS BEEN CHECKED 1'0 MAKE SURE THAT ITS ROOF JACK (VENT) HAS BEEN INSTALLED, AND ALL HOME UTILITY CONNECIlONS HAVE BEEN MADE AND TESTED. FIGURE 7 HEAT DUCT ,CROSSOVER 9 ~ 3.3 ELECTRICAL SYSTEM 3.3.1 This home is designed to be connected to a service nominally rated 115/230 volts, 3-wire AC, with grounded neutral. NOTE THE CONNECTION TO THE HOME IS A FEEDER, NOT A SERVICE.'WHEN WIRING THE FEEDER, GROUNDING (GREEN) CONDUCTOR MUST BE IN- STALLED, AND THE NEUTRAL (WHITE)' CON- DUCTOR MUST NOT BE GROUNDED IN THE HOME DISTRIBUTION PANEL 3.3.2 Electrical crossovers between home sections are located along the marriage line between sections. Each crossover location is covered by two plywood covers set 1 \I2-inches below the bottom closure material. Remove the covers, Uncoil cables on B section (Ref. Figure 1) of home and run to junction boxes in accordance with the diagrams in Ex- hibit 5. Secure cables entering boxes within 12 inches of boxes, Close junction box covers, ad- just or replace any damaged fiberglass insula- tion, and replace plywood covers. NOTE ON DOUBLE CROSSOVERS WHERE ONE CIRCUT IS 20 AMPS AND THE OTHER IS 15 AMPS, THE 20 AMP CIRCUIT CONNECTS 10 THE RED CONDUC- lOR COMING FROM THE DISTRIBUTION PANEL (REF. EXHIBIT 5). 3.3.3 The electric system must be tested to ensure grounding continuity, polarity, and operation. A recommended electrical system' test pro- cedure is included in Appendix F. Complete the grounding continuity tests before connect- ing the home to electrical power. 3.3.4 Home with Permanent Feeder Cord. A per- manently connected 50 AMP feeder cord is stored in a compartment under the floor. The cord is ready to be plugged into the, 50 AMP service receptacle after recommended tests have been completed (Ref. Paragraph 3.3.3). 3.3.5 Home with Under-Chassis Feeder. A raceway is provided from the distribution panel to the underside of the home. A suitable conduit fit- ting or a junction box must be installed on the exposed end of the raceway as shown in Figure 8. See Exhibit 4 for minimum junction box size and for feeder conductor sizes required. Make final connections after completion of recommended tests (Ref. Paragraph 3.3.3). 3.3.6 Home with Overhead Feeder. An over-head en- trance with, feeder conductors installed has been provided. See Exhibit 4 for feeder con- ductor sizes required. Make connections after completion of recommended tests {Ref. Paragraph 3.3.3). 3.3.7 CONTINUOUS ELECTRICAL GROUND REARMOST OUTRIGGER AT MARRIAGE LINE I . -- MARRIAGE LINE NOTES~ SOLDERNESS LUG (TYP,) BARE CU WIRE COILED UP AT SET-UP, SECURE LOOSE END OF CU WIRE TO SOLDERLESS LUG ON "B" UNIT. LOCATE AGAINST STRUCTURE FOR PROTECTION. Ground' wire connection between chassis is required only when the outriggers of adjoining units are not bolted together on houses which have shingle roof and non-m~tallic siding. Continuity is provided on other types of units by the metallic roof or metallic siding or by bolting outriggers together. 3.4 WATER SYSTEM 3.4.1 The hot and cold water system is designed for a maximum inlet water pressure of 80 psi. If the local water supply pressure to which the home is being connected exceeds 80 psi, a pressure reducing valve should be installed to limit the supply pressure. 3.4.2 Water crossovers between home sections are located along the marriage line between sec- tions and covered by two plywood covers, Remove the covers and push insulation aside from below the crossover location. Connect both hot and cold crossovers using the con- nectors provided. Run the connectors through the hole or holes in rim joist, similar to Figure 9. Reposition insulation and replace the covers. 3.4,3 A recommended water system test procedure is included in Appendix G. The water system shall be pressuriZed to 100 psiand shall main- tain that pressure for 15 minutes without loss, CAUTION DISCONNECT OR FILL WATER HEATER TANK WITH WATER BEFORE, TESTING WITH AIR. 10 ~------- _______ (' =1 --------, FLOOR I ,..---d :-.-...., a. Flex conduit b. Feeder conductors c. Junction box d. Raceway e. Conduit connector f. Approved electrical connectors g. Insulated bushing CONDUCTORS B - Black "hot" R - Red "hot" W - White neutral G, - Green grounding e ;~~ ~ . I I c b FIGURE 8 TYPICAL UNDERCHASSIS FEED CONNECTIONS MARRIAGE LINE &2LO~tWATE:::::CTIONS ! '==::: r _ " COLD LINE , I' ,.. ,,0 ']. INSULATION , r- '. ,..0:.. 1 .. ~ BOTTOM BOARD FIGURE 9 TYPICAL HOT AND COLD WATER CROSSOVER CONNECTION IN THE FLOOR HOT COLD 3.4.4 A shut off valve must be installed on thewater supply line adjacent to the home at the time it is connected to the local supply. Use a full- flow type valve, 3.4.5 When a home is set in an area which is sub- ject to freezing temperatures, the exposed water supply connection pipe must be pro- tected. An electrical receptacle is located near- by for the llseof electrical heat tape. Any heat tape used must be listed specifically for use on a home and must be used strictly in accor- dance with the heat tape manufacturer's in- structions. See Appendix K and, the Owner's Manual for additional data on cold climate areas. 3,5 DRAINAGE SYSn;M 3.5.1 Connect the drain lines wherever they cross the marriage line using the couplers provided, similar to Figure 10. ' Install any portions of the drain system below the home which were shipped as loose parts DRAIN LINE FIGURE 10 TYPICAL DRAIN LINE CROSSOVER CONNECTION in accordance with the special instructions in AppendiX L. Connect the home drain system to the site sewer inlet using a 3-inch plastic or metal pipe. The pipe must slope at least lI8-inch per foot toward the site connection. Use approved 3-inch flexible connectors at both ends of the 3-inch drain line to .connect to the home outlet and the site inlet. Support the pipe at a maximum of 4 ft. intervals. Fill the fixtures wi~h water and drain them through the drain system. Check the system for visi- , ble leaks. 3.6 CLOTHES DRYER VENT INSTALLATION (option) Homes equipped with a clothes dryer receptacle, or a stubbed-in clothes dryer gas supply, have dryer vent openings roughed-in through the floor or sidewall. Complete the installation by removing the closure material over the roughed-in openings and install- ing the exhaust duct in accordance with the diagram in Appendix, I and the dryer manu+':lcturer's instructions. NOTE UNDERFLOOR DUer INSTALLATIONS MUST TER- MINATE 'OUTSIDE THE PERIMETER OF THE HOME, OUTSIDE OF ANY SKIRTING INSTALLED AROUND THE HOME. 3.7 EVAPORATIVE COOLER CONNECTIONS TO 5-WAY SWITCH. (option) Connect the evaporative cooler to the 14-gauge con- ductors in the weather proof junction box on the roof adjacent to the roof opening. Use approved wiring methods and materials and connect in accordance with the cooler manufacturer's, installation instruc- tions (Ref. Appendix J.). 3.8 INSTALLATION OF AIR CONDITIONING Air 'Conditioning may be installed on homes that are designated "suitable for air conditioning" on their 11 '\ home data plates. Information to assist in calculating the siZ'e air conditioner needed is included on each data plate. The air conditioning evaporator may be installed dther inside the furnace cabinet on homes with 'furnaces listed for this modification, or exterior to the home and ducted into the home air supply duct system. In either case, a heating/cooling thermostat must be installed to control both heating and cooling with a single device. When the air conditioning evaporator is installed exterior to the home, return air grille(s) must be installed in the floor in a central area of the home that receives the return 'air from the separate rooms and ducted back to the evaporator. CAUTION DO Nor CUT ANY FWOR FRAMING WHEN INSTALL- ING RETURN AIR GRILLES. Supply air duct connections from the exterior evaporator to the home air supply duct system must be made at a central location on each duct in each section of the home. Federal Regulations require that automatic damper(s) be installed to prevent the discharge air from the exterior air conditioning evaporator from passing back through the furnace, and that automatic damper(s) be installed to pre-, vent the discharge air from the, furnace from passing backwards through the exterior air conditioning evaporator duct(s). Install required electrical connections in accordance with the air conditioner manufacturer's instructions and local codes. SECTION 4 FINAL CHECK 4.1 RECAULKING After the home installation has been completed, , carefully inspect the caulking on exterior w3lls, roof vents or seams, window and door frames. Check all caulked areas and reseal any area show- ing evidence of damage or cracked sealant. Do not overlook voids or cracks in hidden areas, such as eaves or openings which may be subject to wind- blown rain. '4.2 MOLDINGS Tighten and reseal any loose molding strips, rails, frames, seams or closures with special attention to those along the edge of the roof. 4.3 SCREWS Replace or tighten loose screws as required. 4.4 CLEARANCE Prune low-hanging trees or bushes near the home to remove branches which could scrape the walls or roof. Consider future growth as well as possible movement during projected wind conditions or under snow or ice load. 4.5 ROOF COATING If roof coating is to be applied, cl~oose a product that will not run or cause streaks on the side of the home. Follow the roof coating manufacturer's in- structions on application, including preparation of the surface. Special solvents may be required to clean certain types of metals or finishes, or for roofs whiGh are badly oxidized. Refer to the manufacturer's in- structions on the container of the roof coating. CAUTION IF IT IS NECESSARY 10 WALK ON A METAL ROOF, WALKBOARDS SHOULD BE USED 10 DISTRIBUTE YOUR WEIGHT..IF'REQUIRED 10 STEP DIRECT- LY ON THE ROOF STRUcruRE, WATCH YOUR STEP AND AVOID WALKING DIRECTLY ON METAL ROOF BETWEEN THE RAITERS OR ON CAULKED AREAS. 4.6 DOORS AND WINDOWS Check all doors and windows for proper operation after the home installation has been completed. One window in each bedroom is designated as a secon- dary means of egress in case of emergency. The -egress window has a label or decal which states that the win- dow and gives operating instructions. Check the operation of these windows to the window manufac- turer's instructions. 4.7 SMOKE DETECTOR(S) Smoke detectors have been installed in this home on a wall near each bedroom area. To ensure that no damage or dislocation of the detectors occurred in transit and that the detectors are in working condi- tion, each smoke detector, shall be field tested in ac- cordance with the smoke detector manufacturer's instructions. 12 , SECTION 5 , ' REPAIRING THE. BOTTOM CLOSURE MATERIAL Fastened to the underside of the floor joists of your home is a special covering designed to protect against rodents and moisture as well as to isolate the floor cavity from unconditioned outside air. This covering was inspected before the home left the manufacturing facility. It is im- portant that any areas damaged during transportation or installation be resealed. A recommended procedure for repairing this bottom closure material is included' in Appendix H, SECTION 6 ACCESSORIES INSTALLATION 6.1 If accessories, such as awnings, skirting or carport, are to be installed and attache~ to your home, observe the following practices. 6.1.1 Use the proper awning support railing pro- vided with the awning or available through your awning supplier. If possible, choose an awning which is free-standing design, having columns to support the additional weight. 6.1.2 Follow the recommendations of the awning manufacturer and applicable building codes in installing the ac<:essories. 6.1.3 Always use fasteners of the proper size to attach mating parts snugly, but without strain- ing the home or damaging the home structure. Only make necessary attachments to the upper wall ,or roof. Be sure there is a solid material behind metal siding for a positive connection before making pentrations, 6.1.4 Caulk or seal all seams or openings resulting from exterior siding modifications, The best way is to place weather sealing tape or sealing compound under railing joints or fasteners, during assembly, and then seal the completed' seam with a caulking sealant. CAUTION REMEMBER THAT MODIFICATIONS WHICH ARE IMPROPERLY DONE MAY DAMAGE YOUR NEW HOME OR MAR ITS APPEARANCE AND COULD AFFECT YOUR WARRANTY RIGHTS. 6.2 If accessory windows or components are furnished with your home, they must be installed with the in- stallation materials supplied and in accordance with the manufacturer's installation instructions provided with each window assembly or component. 6.2.1 Storm window components should be secured in pla<:e with the mechanisms furnished on the window frame. 6.2.2 Garden window installation instructions, Remove weather sealing from factory framed opening. (Check around opening to ensure that all staples and screws are removed or set in flush). (Figure ll) Prepare the garden window for installation by applying the sealant tape provided around the inside of the aluminum window frame. All sealant tape shoud be applied directly over the screw mounting holes in the window frame. Use two strips of 1/4 x I12-inch tape across the top of the window, one strip of 1/4 x I12-inch tape across the bottom and one strip of II 4 x II2-inch along each side. Make sure that the strips of tape overlap at all four corners. The window is now ready for installation using the No.8 x I-inch sheetmetal screws provided. One person should be located on :!le inside of the home to assist in aligning the window with the opening. Place the, window in the opening and insert one screw approximately centered on each side to hold in place. Next insert one screw approximately centered on the top and bottom and one at each <:orner to stabilize the window. Add all remaining screws and trim off excess sealant tape. {Figure 11) Trim the interior of the window opening with the prefinished wooden strips provided, Install the storm window(s). 6.3 If an' accessory fireplace assembly approved for mobile home installation has been furnished or has been partially installed at the fa<:tory, the assembly and installation must be completed in accordance with the manufacturer's installation instructions pro- vided with the fireplace. The installation shall be, located so that no roof truss or floor joist is cut. 13 2 STRIPS 1/4" x 1/2" SEALANT TAPE ACROSS TOP I J ____- o 0 I. o No. 8 x 1" SHEffMCT AL SCREWS EVERY 4" I ii, I 1 STRIP 1/4" x 1/2" SEALANT TAPE I ALONG SlOES' ACROSS BOTTOM I FIGURE 11 GARDEN WINDOW INSTALLATION 14 .,. APPENDIX A The pier .can be concrete blocks shimmed with wedges or an adjustable metal or concrete assembly similar to those shown in Figure A-t. The adjustable piers shown are typical of .commercial designs available in various heights and base widths. The base of the pier must be relatively wide with respect to the height when suppor- ting the home. For example, if a pier is 24 inches high, the base should be ~t least to inches wide. The pier should be high enough so that the riser {Figure A-I, Item B) will be extended only 2 to 3 inches when in place. Blocking may be used under the base (Figure A-t, Item F) to adjust height. If the pier is directly on ' sailor gravel, a pad (redwood, treated lumber, cedar or concrete) should be placed under the pier base to minimize settling or tipping. These pads shall be at least 2 x ]2 x ]2 inch nominal size and larger if the soil is particularly soft or unstable. In unusually soft soil, paved runners or pads can be constructed under the foundation for better footing., Minimum pad or footing sizes are shown on the Pier Load Capacities and Footing Sizes Table, in,Exhibit 2. The, type ,and size of the footing selected must take into consideration possible ground conditions. Final selection of pier type and footing size shall be in accordance with the re- , quirements of the agency having local jurisdiction. A.) CONTACT PAD 8.) RISER C.) ADJUSTABLE NUT D.l WASHER (IF REQUIRED) E.) PIER BODY OR FRAME F.) WOOD OR CONCRETE SOIL PADS (FOOTINGS) ,\ .~E ",);Lm,;J\/- F CONCRETE FLOOR RIM JOIST OR PERIMETER RAIL PIERS METAL FRAME WOOD SHIM CONCRETE BLOCK 11E3111 CONCRETE PAD. ABOVE OR BELOW -GROUND LINE PIERS MINIMUM DIMENSION PERMITTED BY PIER BASE FIGURE A-1 RECOMMENDED PIERS 15 \ APPENDIX A. . . Continued RECOMMENDED PERIMETER PIER INSTALLATION METHODS WHEN PIERING IS REQUIRED BY BASEMENT FRAME/PIERING PLAN OR BY LONGITUDINAL FRAME PIERING PLAN~ JAMB STljD IN SIDEWALL OR PORCH POST, 10. MAX. RECESSED ~ SIDEWALL I I I I I I I I I I I I JAMB STUD IN SIDEWALL OR PORCH POST RECESSED -tV SIDEWAU I I I I I I I I I I CONCRETE BLOCKS TRANSVERSE OR LONGITUDINAL FLOOR JOISTS TRANSVERSE FLOOR JOISTS 4 x 4 OR 2- 2 x 4 ON EDGE (NAILED TOGETHER) SPAN 2 FLOOR JOISTS (SEE NOTE 3) -- CONCRETE PAD DETAIL "A" - BASEMENT FRAME ONLY DETAIL "B" - BASEMENT OR LONGITUDINAL 4 x4 OR 2- 2 x 4 ON EDGE (NAILED TOGETHER) SPAN 2 FLOOR JOISTS LONGITUDINAL FLOOR JOISTS NOTES: 1. PIERING METHODS SHOWN ARE APPLICABLE TO ALL REQUIREMENTS FOR PERIMETER PIERING, NOT JUST JAMB STUDS OR PORCH POST CONDITIONS. 2. MINIMUM CAPACITY FOR PERIMETER PIERING IS 1400 LBS PER PIER. SEE EXHIBIT 2 FOR PAD SIZES. 3. 4 x 4. BLOCK MAY BE OMITTED IF PIER (METAL STAND) IS UNDER FLOOR RIM JOIST. ;1 JAMB STUD IN SIDEWAU OR PORCH POST __ RECESSED 1vr~ SIDEWAU I I I I I I I I DETAIL "e" - LONGITUDINAL FRAME ONLY 16 APPENDIX A . . . Continued TYPICAL REQUIRED PIER LOCA nONS . I I I I I I r--' 1 r--I I 1,1 1 1 1 L _ J I rn mmm l ' l PIER UNDER PORCH POST PIER UNDER MASONRY FACED FIREPLACE ON FLOOR OVERHANG . " PIERS UNDER MAIN RAILS & MATING LINE TYPICAL PIERS UNDER JAMB STUDS FOR DOOR OPENINGS OVER 24" WIDE SUCH AS SLIDING GLASS DOORS. ENTRY DOORS. BACK DOORS CONCRETE BLOCK SUPPORTS Hollow Load Bearing Concrete Masonry Units may be used as supports for mobile homes when installed according to the following specifications: Manufacturer - Blocks shall be manufactured in conformance with ASTM Designation C90-70, Grade N units, Cross-Sectional Dimensions - 8" minimum width and 16" minimum length, Height - 36" maximum. Cell Alignment - blocks shall be stacked so that the cells are aligned verttcally, Cushion Blocks - although the use of 1 x wood blocks between the concrete blocks is recommended to distribute the the loads between the concrete blocks, their use is not mandatory. Cap Block - a 1 " nominal thickness wooden cap block, or 4" concrete cap block should be used as the top bearing surface to distribute the loads of the chassis beam to the blocks. Wedges - when wooden wedges are used for height adjustment the wedges shall be extended over the full width of the block. Maximum load - 8,000 Ibs, (not considering foundation). Foundation - an approved foundation shall be used to distribute the loads to the soil so that the soil bearing pressure will not exceed 1,000 pounds per square foot. Installations proposing different installation specifications, block sizes, or k>ads shall be justified by engineering data. Plans, calculations, and/or test data shall be submitted to the enforcement agency for approval. 17 \. APPENDIX B TIE DOWN INSTAllATION MAIN BEAM SINGLE TIE-DOWN STRAP (NOT PROVIDED BY MFR.) (SEE NOTE No. ,1) GROUND ANCHOR (NOT PROVIDED BY MFR.) (SEE NOTE No. 2) 1. TIEDOWN STRAPS: All tiedown straps shall be 1-1/4" x .035" galvanized (.30 oz. per sq. ft.) steel strap conforming to Federal Spec. QQ-S-781-H, lYpe 1, Finish B, Grade 1 (or equivalent with ultimate load capacity of 4725 lbs.) 2. GROUND ANCHORS: Ground anchors shall be capable of resisting an ultimate load of 4725 lbs. (3150 lbs. design) minimum per strap applied at any angle between 40 degrees and 55 degrees from vertical. Install in accordance, with ground an<;:hor manufacturer's instructions. ' 3, Install frame tiedown straps on the most outboard main beam of the home in accordance with the spac- ing shown on the side view of the home below and as follows: a. Install the tiedown straps around the main rail beam and connect to ground anchor in accordance with manufacturer's instructions. b. Tighten all tension bolts until tied own strap slack is taken up. c. Strap spacing shown below is based on using piers with minimum 11" square base and maximum 18"' height. CAUTION: DO notpretension tiedown straps on one side of the home only. If stepb is not performed alternately on opposite sides, the home may be pulled off the supports. o c:::I o DO 4' MAX. . SEE TABLE FOR MAXIMUM SPACING 4' MAX. MAXIMUM TIEDOWN STRAP SPACING - TABLE RAIL 15 PSF WIND 25 PSF W1ND CENTER MAX. 79.5" O.C 95,S" o.c. 79,S" o.c. 95,S" O.c. EAVE OR OR OR 199,~R o,c. WIDTH 82' o.c. 99.5" o.c. 82" o.c. 0" 29'6" 27'0' 10'0" 9'6" 12' 27'0' 25'0' 9'6" 9'0" 18" 26'6' 24'S" 9'6' 9'0" 24' AND 26' W1DE TABLE RAil 15 PSF W1ND 25 PSF W1NO CENTER ,MAX. 79.5" o.C 95.5" o.c. 79.S~ o.c. 95.5. o.c. EAVE OR OR OR ' OR W1DTH 82' o.c., 99.5. o.c. 82" o.c. 99.5" o.c. 0" 36'6" 35'0. , 11'0" 10'S" 12" 33'0. 32'0' 10'6' 10'0" 18. 32'0. 31'0. " 10'S' 10'0" 2B' AND WIDER TABlE 18 APPENDIX B...Continued STRAP INSTAlL PIER UNDER SIDEWAll AT EACH SUPPLEMENTAL STRAP. SEE PERIMETER PIER DETAIL IN APPENDIX A. GROUND ANCHOR (NOT PROVIDED BY MFG. I SEE NOTES: 3 llo 4 FIGURE B-2 COMBINED DIAGONAL FRAME AND SUPPLEMENTAL TIEDOWNS NOTES: 1. When diagonal frame ties and supplemental ties are used to secure the home, they shall be installed in accordance with these instructions. The supplemental straps may have been built into the house or may be field installed according to the strap manufact,urer's instructions. Field installed straps must be located over rafter/stud 10cations.If the floor of the home overhangs the steel frame in the rear, a strap shall not be installed in the overhang area. 2. Tiedown strap material shall be 1-1/4" wide x 0,035" thick galvanized with 0.30 oz. per sq. ft., steekon- forming to Federal Spec QQ-S.,781-H, 1)rpe 1, Finish B, Grade 1, or equivalent. All hardw<;lre shall be used in accordance with the manufacturer's instructions. 3. Ground anchors shall qe capable of resisting an ultimate load of 4725 lbs. (3150 lbs. design) and shall be installed in accordance with the anchor manufacturer's instructions. ' 4. Both the diagonal tie and the supplemental tie may be connected to the same ground anchor using ap- propriate hardware. 5. Combined tie down strap spacing shall be the same as shown for diagonal tie down strap spacing. The indicated spacing may be adjusted, plus or minus, to avoid wall openings. When adjustments are made. the average spacing shall not exceed the spacing indicated above and adjustment of strap spacing shall not result in using fewer straps than required in the indicated spacing. Strap spacing is based on using piers with minin1Um 11" square base and maximum 18" height. TIE-DOWN OF CENTERLINE STRAPS WHEN PROVIDED ON HOME - '~'/4. steel straps to be anchored in accordance with Method , or 2. Straps are marked with a label designating them as a G-' strap or G.2 strap. METHOD 1 Install approved ground anchor{s) with working load capacity. 3150 Ibs. (ultimate load capacity. 4725 Ibs.) directly below strap location under the mating line. Attach strap to tension head on anchor per hardware manufacturer's instructions arid tighten until strap is ,taut. Two, G-1 straps may be anached to a single ground anchor. Maximum one G.2 strap shall be attached to one ground anchor, (Ground anchor and connecting hardware not proVided by home manufacturer), 19 APPENDIX B...Continued METHOD 2 t~ . ~ provided by \.. Loop strapts) around beam and home manufacturer) to under' fasten with approwd strap buckle side of main' raitS which are or crimp in accordance, with anchor neerest the meting line end ' system hardware manufllCtUt8t" s directly below strep location instruction& Wood or steel beam sizes per beam support details. msv be taken from Chert below. 3-1Od NAILS EACH END OF STRAP AlTERNATE: SUPPORT WITH 1,1/4" STEel TIEDOWN STRAP WITH BUCKLE/OR CRIMPS AS SHOWN FOR STEEL BEAM, MAIN RAIL 1-1/4. STEEl TIE- DOWN STRAP WITH BUCKLE OR CRIMP WOOD BEAM SUPPORT . STEEL BEAM SUPPORT 79-1/2- MAIN RAIL SPACING 95-1/2- I 99- MAIN RAIL SPACING -24' WIDE 28' WIDE 24' WIDE 28' WIDE 3 - 2 X 8 SPF No. 2 4 - 2 X 8 SPF No. 2 3 - 2 X 8 SPF No. 2 4 - 2 X 8 $PF No. 2 .....(/) ..... 4 - 2 X 8 SO.P No. 3 3 - x.x 10 SO.P No. 3 3 - 2 X 8 SO.P No. 3 3 - 2 X 10 SO.P No. 3 60:: 0 or 10:{ 0 4 - 2 x 8 SO.P No. 3 NO: 0 3 - 2 X 8 HF No. 2 4 - 2 x 8 HF No. 2 3 - 2 x 8 HF No. 2 3 - 2 x 8 HF No. 2 I- 3: O:(/) ON or I.L. , 4 - 2x 6 HF No. 2 (/)e" PACO C10 X 6.48 M10 x 8 PACO C10 X 6.48 10 X 7.5 :EI ..J WELD I-BEAM o:{..... w wo: w M8 x 6.5 S3 x 7.5. M8 x 6.5 S3 x 7.5 COo I- (/), C6 x 8.2 C5 x 6.7 . C4 x 5.4 C5 x 6.7 N 10 x 8.4 M12 x 11.8 10 x 8.4 M12 x 10.8 6(/) ..J WELD I-BEAM 10.. No:{ w w C7 x 9.8 S5 x 10 S3 x 7.5 S4 x 7.7 0: ~ 0:1- O(/) C8 x 11.5 C6 x 8.2 C7 x 9,8 u. (1) Nail wood beam w/20d @ 32'" at top and bottom and staggered. 2 - 20d at each end. RIDGE BEAM COLUMN 9" MAX, FLOOR JOIST OR PERIMETER RAIL 4 x 4 x 6" BLOCK PIERtS) TO SUPPORT RIDGE BEAM COLUMN LOAD ALTERNATE PIER(S) LOCATION AT RIDGE BEAM COLUMN WITH G-' OR G-2 STRAP 20 APPENDIX C EXPANDING ROOM INSTALLATION PROCEDURES CAUTION DUE TO THE WEIGHT OF THE EXPANplNG ROOM AND FWOR STRUCTURE, TWO OR MORE EXPERlEN,CED HOME INSTALLATION WORKERS SHOULD WORK TOGETHER IN THIS PORTION OF THE INSTALLATION. L Check that the main section is level and secure. 2. Place floor support piers as shown on the expando room set-up details. 3, Remoye the weather protective closure covering from the expanding room floor units upright shipping position. .comply with the requirements on the cautionary label. Remove t~e floor support plate bolts being sure that the floor ~on does not move outward. 4. Using two or more, workers;'graduaHy-lower the floor until it-is -approximately level. lake care that the floor does not drop suddenly (Figure C-l). Adjust the supporting piers to provide a floor that is level with reasonable tolerances. al Tamporary plate CO\lllring roller notches bl Tamporary support blocka (under 3 walla) cl Welther seMlg tape dl Optional outer 4 x 4 inch support beam e) , Mid,span 4 x 4, inch support beam fI Rim joist support . main unit MAIN SECTION FIGURE C-' 5. Position piers under the floor in accordance with the loose insert sheet provided with this manual entitled "Expando Room Set-Up Details". A support beam is always required between the center piers and the floor (Figure C-l, Items d and e). Beams must be "Construction" grade Douglas Fir or equivalent. Recommended material is 4 x 4 x width of floor or shorter beams of 4 or 6 ft. lengths may be used if a pier is placed at each lapped joint. If skirting is to be installed under the room, the,outer piers (Figure C-l, Item d) may be inset to provide clearance. Place a second beam to distribut~ ,the load across the joists when using inset piers. 6. Remove the cleated shipping blocks retaining the expanding room in the main structure and place temporary plates over the wall roller cutouts in the floor, 7. Carefully roll the expanding room into position on the floor. Remove temporary wall roller cutout plates and place sealant tape between floor and bottom of wall. 8. Align wall on floor and install 3/8" dia. x 6" lag bolts on 16" centers from floor rim joist into wall bottom plate. WARNING KEEP HANDS OUT OF THE SPACES BETWEEN EXPANDING ROOM OUTER 'WALL AND MAIN UNIT OPENING WIDLE MOVING ROOM INTO PLACE. DO Nor ALWW ROOM TO ROLL PAST THE OUTER EDGEOF THE FWOR. IT COULD FALL OVER OR TIPOFF THE EDGE. 9, Install insulation, sealing tape and shims, which are provided, as shown in Figures C-2 and C-3. Ensure that all joints and connections are propetly aligned. For a room with a 60 pfs roof design load an extra 2 x 12 must be installed on the neader beam as shown in Figure C-4. .019" ALUM, STRIP (FIELD INSTALL) \ 1, SEALANT TAPE - , MAIN SECTION RAFTER a) Wood shims b) Insulation (top and side) c) Pre-finished paneling (sides) d) Pre-finished paneling (top) e) Inside corner molding , f) Exterior corner molding gl Batten strip or corner molding c NO. B x 1" SHEETMETAL SCREWS AT 4" O.c. TOP & BOTTOM (FIELD INSTALL) RAFTER \ g I' 30 GAUGE GALV. ROOF ADD SHIM STOCK AT 8" O.C. REQ'O THICKNESS x 1-1/2" x 3" (FIELD INSTALL) , , OPTIONAL LAUAN PANEL (FIELD INSTALL) , FIGURE C-2 TYPICAL INTERIOR DETAILS FIGURE C-3 21 APPENDIX C...Continued 1 x 4 TOP PLATE 2 x 10 EXPANDING ROOM HEADER BEAM CEILING BOARO 60 PSF DESIGN 2 x '12 (FIELD INSTALLl SEE STEP 6 ~ 16d BOX NAILS ATS. , O.C.C TOP & BOTTOM, OR NO. 8 x 3. SCREW AT SAME SPACING (FIELD INSTALL) 10. a. 2 x 6 POST (FIELD INSTALL) UNDER EACH END OF BEAM. FASTEN WITH 16 d NAILS AT S. O.c. FIGURE C-4 TYPICAL INTERIOR DETAILS' Run one end of electrical wires and flexible conduit through hole in bottom of expando floor and up through hole in expando wall bottom plate into junction box. Connect wires and flexible conduit into junction box (See figure C-5), . 2 x 4 STUDS END OF EXPANDING ROOM WALL b. Connect other end of electrical wires and flexible conduit into junction box underneath floor of main unit (See figure C-S). 11. Install exterior closeup trim provided to close each corner at the main unit and the flashing across the expanding room roof at the main unit. check for adequate roof slope to provide the required drainage at room to main section roof connection. ' WARNING CIRCUIT BREAKER MUST BE TURNED OFF BEFORE ATTEMPTING TO CONNECT WIRES. TYPICAL DETAIL OF JUNCTION BOX UNDER MAIN SECTION FLOOR COLOR CODE B - Black G - Green W - White --r METALLIC JUNCTION BOX MUST BE GROUNDED FIGURE C-5 TYPICAL EXPANDING ROOM ELECTRICAL CONNECTION 12. Install pieces o'f fiberglass insulation in the cativites between the main unit and the' expanding room walls and ceiling. Install~insulation on the interior face over any exposed surface which might cause condensation on inside walls because of exposure to cold outside temperatures. 13. Cover the cavities around the room and all exposed unfinished lumber with prefinished panels which are provid- ed. Fasten with the fasteners provided. 14. Install carpet pad, carpet, and molding if required. 15. Install wall base molding as required. 22 APPENDIX en.Continued TECHNICAL INSTALLATION MANUAL FOR 7' x 22' EXPANDING ROOM GENERAL Comply with the instructions provided on the exposed caution tags on the raised. floor section of the expanding room before removing the large metal closure plates and fasteners CAUTION FOUR OR MORE PERSONS EXPERIENCED IN INSTALLATION ARE REQUIRED 10 INSTALL A 22-FOOT LONG EXPANDING ROOM. NEVER A'ITI;MPT 10 INSTALL AN EXPANDING ROOM AlONE DUE 10 THE WEIGHT OF THE FLOOR AND' ROOM STRUCIURE. Atypical 7' x 22' section of expanding room floor weighs over 5 pounds/sq. ft. (800 pounds). Do not remove all of the closure plates unless the expanding room floor is stabilized in its vertical or shipping position~ Do not allow floor section to be lowered without sufficient workers exercising "full control over the operation. CAUTION KEEP HANDS OUT OF THE SPACES BETWEEN THE EXPANDING ROOM OUTER WALL AND MAIN UNIT OPEN- INGS WHILE MOVING ROOM IN10 PLACE. DO NOT PERMIT HANDS OR FINGERS 10 ENTER THE SPACE BE- TWEEN THE WALLS AND rilE-EXPANDING ROOM FlOOR. DONor ALLOW EXPANDING ROOM TO ROLL PAST THE OUTER EDGE OF THE FLOOR. IT COULD FALL OVER OR TIP OFF THE EDGE. 22-FOOT LONG EXPANDING ROOM INSTALLATION PROCEDURES CAUTION DUE 10 THE WEIGHT OF THE EXPANDING ROOM AND FLOOR STRUCTURE, roUR OR MORE EXPERIENCED HOME INSTALLATION WORKERS SHOULD WORK TOGETHER IN THIS PORTION OF THE INSTALLATION. The expanding room installation procedures for a 22-foot long expanding room are the same as the procedures for shorter expanding rooms as listed on pages 21 and 22 of appendix C with the following exceptions. ~u,_~, --- Step 4. Using 4 or more workers, gradually lower the floor until it is approximately level. Take ~are that the floor does not drop suddenly (Figure C-1), Adjust the supporting piers to provide a floor that is level with reasonable tolerances. Step 8. Align wall on floor and install 3/8" dia. x 6" lag bolts on 16" centers from floor rim joist into wall bottom plate, Install the intermediate support wall (Figure C-8). Step 16, Attach expanding room tiedown straps to ground anchors, as shown in Figure C-7). Step 17. Seal all flashing joints with sealant and roof coat. Inspect all joints and seams to verify that they are watertight. a) Exterior siding b) Galvanized metal straps c) Tensioni!lg ,head' d) Ground anchor. e) Support beam' Not provided by Manufacturer _a _c SUPPORT WALL , SUPPORT PIER _b WALL PANELING FASTEN SUPPORT WALL TO FLOOR WITH 4 - NO, 8 x 2- WOOD SCREWS THROUGH BOTTOM PLATE OF SUPPORT WALL FIGURE C-7 II lI_d ..Jl FIGURE C-8 23 APPENDIX D MULTIPLE-SECTION ALIGNMENT PROCEDURE 1. Position and levelthefirst section of the home per instructions. Excessive and/or non-uniform jacking during the leveling will cause the home to be racked and twisted. This may result in damage to the home. Care must be used during leveling to not distort the home. ' 2. Move the second section into position within 6 inches and alongside the first section. 3. Draw the two floors together using winches (come-alongs) and rollers or skid boards, 4. With the two sections together, but with no fasteners installed, check the alignment of the end walls, interior walls, roof and floor; Determine if the walls and/or the roof of either section mlist move backward or forward with respect to the floor. Any correction required can be accomplished during the leveling of the second section. , ~ H~_ ",' NarE , . THE JOINTS IN THE CEILING ARE ONE GOOD INDICATION OF ROOF POSITION: THE JOINTS SHOULD RUN STRAIGHT FROM ONE SECTiON TO THE arHER WHEN THE SECTIONS ARE CORRECTLY POSITIONED. IF THE WALLS REQUIRE ONLY A SMALL CORRECTION, PROCEDURE STEP 5 IS SUGGESTED. IN MORE DIFFICULT CASES, USE PROCEDURE STEP 6. 5. ALIGNMENT PROCEDURE a. Position the second section to bring the floor seams flush, keeping the roof slightly apart and the end walls aligned at the floor. At this time, place piers only under the inside frame beam. SeCure the floor together with bolts at outriggers or lag screws at rim joists. b. Close ,the gap in the ceiling by raising the outside frame beam using three hydraulic jacks placed ahead of, behind the wheels and one about half way between wheels and hitch. c. IF THE TOP MUST BE MOVED FORWARD...With the frame support beams evenly supported, carefully raise the outside rear corner of the second section (and lower the outside front corner) with the hydraulic jacks. The roof should shift forward until the end walls come even at the top, When the walls and ceiling joints are even, raise the outside support frame beam evenly to close the gap. d. IF THE TOP MUST BE MOVED BACK...with the frame support beams evenly supported, carefully raise the outside front corner of the second section (and lower the outside rear corner) with the hydraulic jacks. The roof should shift back until the end walls come even at the top. When the walls and ceiling joints are even, raise the outside frame support beam evenly at the front and rear to close the gap. e. Fasten the top of the ridge beam together, as described in Step 2.3.6. When the top and end'walls are aligned and fastened, proceed with leveling of the second section. 6. ALTERNATE ALIGNMENT PROCEDURE a. Position the second section so that the floo.rs are together with the ceiling seam flush and the end walls, in- terior walls and ceiling joints even at the top. Close the gap between the roofs by raising the outside frame support beam. b. With the ceiling positioned and the ridge beam halves snug, fasten the top of the ridge beam together, as des.cribed in Step 2.3.6. c. With the roof securely fastened, attach a winch (come-along) between spring shackles of each section. Shift the floor into alig'nment by tightening the winch. d. When the floors and walls are even, insert bolts in brackets at the ends of the outriggers or install lag screws, (Ref. Figure 4), With the top, walls, and .floor aligned and fastened at the marriage line, proceed'with piering and leveling of the second section, 7. If the home is comprised of more than two sections, start with step 2 of this procedure (Appendix D) for each section. 24 APPENDIX E GAS SYSTEM TEst PROCEDURE 1. Using an ounce gauge, check the gas system for leaks. First close all appliance controls and all appliance pilot light valves (see appliance instructions included in the home or posted on the appliance). 2. Open the gas shutoff valve on the supply line to each appliance. 3. Attach the ounce gauge on the main gas inlet to the mobile home. 4. Carefully pressurize the system to between 5 and 8 ounces of pressure. CAUTION DO Nor PRESSURIZE THE LINE IN EXCESS OF 8 OUNCES MAXIMUM 10 AVOID POSSmLE DAMAGE 10 GAS VALVES AND REGULA1ORS. 5. Apply a soapy water or ammonia-free bubble solution to the joints at both ends of the appliance connector. If . bubbles are formed, tighten connector until bubbles cease to be fortned. ' CAUTION DO Nor BUBBLE CHECK COPPER OR BRASS FITI1NGS WITH SOWTIONS CONTAINING AMMONIA. APPENDIX F ELECTRICAL SYSTEM TEST PROCEDURE 1. Perform the following tests after all structural assembly, metal and trim installations, and electrical crossover ~on- nections are complete. The grounding continuity test is to be performed before connecting the home and the polarity and operation tests are to be performed after the electrical installation is complete. 2. Perform the following procedure checks for grounding continuity, polarity, and operation of the electrical system. a. Before home is connected to n5/230 VAC service, proceed as follows: (1) Connect one clip of a flashlight continuity tester to a convenient ground {metal skin~ Window frame on metal skinned 'units, floor duct riser, etc.) and touch the other clip to each fIxture canopy: The continuity light should light if each fIxture is properly grounded. (2) Using the continuity tester, check every direct-connected appliance or fan. The tester must be hooked to a convenient ground and to the metal frame of the appliance. (3) Using the continuity tester, check the continuity between the following: (a) Between one riser of furnace duct and convenient ground. (b) Between metal roof and steel frame. (c) Between metal skin and steel frame. (d) Between metal gas piping and steel frame. (e) Between metal water piping and steel frame. (NOTE: Continuity to ground is not required on metal inlet of plastic piped water system) (1) Between metal raceway below distribution panel and steel frame. NOTE When plumbing fixtures such as metallic sinks, tubs, faucets and shower risers are connected only to plastic water piping and plastic drain piping, continuity to ground is not required. (4) Any loss of grounding continuity found in (1), (2), or (3) above will require investigation and correction. b. After the home is connected to the electrical service, proceed as follows: (1) Plug an AC receptacle wiring tester into each receptacle in the home to check for reversed polarity, open grounds and shorts, , (2) Any 'reverse polarity, open grounds or shorts found will require investigation arid repair. (3) Install1ight bulbs and fluorescent tubes where not already installed. Make sure each light fixture is operable by turning theuappropriate switch to "ON" position. (4) Shut off all light switches in the house and perform test on smoke detector(s). (5) Repair or replace any defective items. 25 APPENDIX G WATER SYSTEM TESf PROCEDURE The, water system test is made after any water crossovers are connected by attaching an air pump, valve,and gauge to the home water inlet and pressurizing the system to 100 psi. Verify that the pressure remains for a period of 15 minutes without loss. WARNING IT IS Nor SAFE 10 FILL THE WATER HEATER TANK WITH HIGH PRESSURE AIR. DISCONNECT WATtR HEATER FROM WATER SYSTEM BY CONNECfING THE HOT AND COLD WATER LINES TOGETHER, OR FILL WATER HEATER TANK WITH WATER BEFORE PRESSURIZING SYSTEM WITH AIR. ' APPENDIX H REPAiRING BaITOM CLOSURE MATERIAL 1. If the closure material is asphalt base or composiiton material, it should be repaired by applying a patch of the s~e or similar material over the damaged area. ' 'a. Place beads of adhesive or sealant under all contact edges to ensure an airtight seal. b. Press the patch firmly into place with your hand or, other object and use fasteners and' tape to hold it in place until the adhesive sets. c. Be sure no gaps exist that could permit air or water to enter. d. It is recommended that fasteners be a type designed to spread and hold in soft material. If these fasteners are not available, a patch may be cut large enough to span the floor joist. Add blocking between the joists so that the. fasteners used to secure the patch Will penetrate wood on all edges. 2. If the covering is a vinyl coated material, use vinyl patching tape especially designed to repair tears or holes. Pull torn edges together then cover, as necessary, with tape or apply a patch of the same material taped all four sides. ' APPENDIX I CLOTHES DRYER VENT INSTALLATION 1. UNDER-CHASSIS VENT. Terminate vent through skirting or install wood vent frame to outer floor joist or to wood nailer under perimeter frame as shown. Install vent and run flexible duct up through holes in bottom closure and floor. Pull duct up through hole until slack is removed from under the floor; secure above floor with metal clamp as shown. Using plumbers' tape or metal straps, support flexible duct to floor joist, as required, to keep duct off of ground and provide support against excessive sagging. Seal around duct with durable tape where it enters the bottom closure material. (Ref. Bottom Closure Repair Procedure, Appendix H). 2. THROUGH-WALL VENT. Install vent as shown below using sheetmetal screws and caulking between vent flange and siding. METAL CLAMP SEAL WITAPE FLEX. DRYER ,HOSE FIGURE 1-' DRYER VENT INSTALLATION FOR STANDARD CHASSIS FIGURE 1-2 . DRYER VENT INSTALLATION WNENT THROUGH SIDEWALL 26 APPENDIX J EVAPORATIVE COOLER CONNECTIONS ro 5-WAY SWITCH The conductors in the junction box are color "Coded as follows: Blue Connect to "high speed" terminal ,of blower motor. Red Connect to "low speed" terminal of blower motor. Black Connect to "hot wire" of pump motor. White Connect neutral' conductor to neutral terminals of blower and pump motors. .'" Green Connect to ground terminal or frame of evaporative cooler. or Green w/Yellow Stripe or Bare Conductor ROOF MOUNTED APPROVED JUNCTION 6 BOX WICOVER (ALTERNATE INSTALlATION MAY BE LOCATED UNDERNEATH HOMEI , , WIRE NUT !TYPICAL) NOTES: 1. Single conductors are 14 gauge cu; TW. or THW. colored as shown. WHITE GREEN WIRE NUT LI ~ SHEETMETAL SCREW 1 GANG METAL J.-BOX 5-WAY SWITCH W/COVER PLATE (BACK VIEW) WHITE N.M. CABLE - - SEE DETAIL A \ DETAIL A FIGURE J-1 EvApORATIVE COOLER CONNECTIONS TO 5-WAY SWITCH See evaporative cooler manufacturers installation instructions for equipment installation details. APPENDIX K COLD CLIMATE AREA RECOMMENDATIONS AND WATER SYSTEM DRAINAGE Fleetwood Enterprises, Ine., through its various subsidiary companies, manufactures and warrants its homes to be in compliance with the applicable standards in effect at the time of production. They are guaranteed to their purchasers for one year from the date of first retail delivery to be free'from manufacturing defects in materials and workmanship. ,Your home is capable of providing satisfactory and comfortable service as a residence in the specifK: climatic zone for which it was designed, when properly setup and prepared for the weather conditions likely to prevail at the site. Complete information related to the design zones for which your home was constructed will be found on its Data Plate which is posted in the home. Also printed on the Data Plate is the comfort heating certificate for your home. It is the responsibility of the owner to make sure that the climatic conditions where he introduces his home are compatible with the design capabilities specified on the Data Plate. 27 \ ' APPENDIX K...Continued The manufacturer is responsible for the compliance of your home with applicable standards, and its construction to certified designs and specifications, He is not responsible for the home failing to withstand climatic conditions more rigorous than those for which it was designed, nor damage caused to the home through failure to prepare it adequately for extreme temperatures or other climatic conditions that may be encountered. For occupancy in areas where below freezing temperatures occur, the manufacturer and your dealer make the following specific recommendations for installing your home and the addition of certain accessories. (For additional informa- tion, refer to the Owner's Manual supplied with your home.) , SKIRTING: Skirting is a highly recommended accessory that will assist your home in withstanding'below freezing temperatures. Its installation helps to prevent cold air inf1ltrating below the home where the heat ducts and the majority of the plumbing is located. Its addition should be considered necessary to prevent plumbing freeze-ups if your home is likely to be exposed to temperatures below 2SoF (_SOC) for any prolonged period, or to temperatures below approx- imately 100F (-120C) even briefly. The addition of a wind chill factor to the above figures make skirting even more vital. For your planning purposes, you may consider that each increase of 10 mph in wind velocity may be equivalent to a drop in air temperature of approximately 200F (-100C), or20F (1OC) for each mph of wind increase. (The informa- tion on your home's Data Plate is calculated assuming a 15 mpl1 wind factor.) The use of so-called insulated skirting is probably not required under most conditions. The greatest value of any skir- ting is as a barrier to air movement, and standard skirting accomplishes this purpose as well as- the insulated type. Insulated skirting may be considered if prolonged temperatures in the -200 to -300F (-300 to -350C) range is to be withstood, and then in conjunction with the introduction of auxiliary heating under the home. Consult with your dealer for further information on the desirability of installing these accessories and whether such installations are compatible with your own local codes. Care should always be taken to ensure that adequate ventilation is provided when skirting is installed. Failure to pro- vide adequate ventilation may allow moisture to build up under a home, and .transfer that moisture via diffusion or air movement into the home itself. This moisture can result in high humidity in the home, and also in the formation of condensation, frost ,or ice on cold surfaces. Entry of outside air into the home's floor cavity is one of the most frequent causes of water pipe freeze-up, Before the skirting is installed, the bottom covering of a home should be closely inspected to determine that there has not been any loosening of its attachment or tears which have occurred as a result of highway movement or road hazards. Openings around the perimeter of the floor covering, around pipes. or pipe hangers, splits or tears should be sealed with weather resistant tape. Cheek also to ensure that plumbing P-traps are well insulated and covered. It is important that this inspection be made and any necessary repairs completed whether skirting is to be installed or not. This inspec- tion and service should be accomplished by your dealer when your home is installed. GROUND BARRIER: The addition of a ground moisture-vapor retarder under a home laid on the soil surface will greatly assist in controlling humidity in the home. There is a strong tendency for ground moisture to be drawn into the home greatly complicating your efforts to control humidity and condensation, Polyethylene or vinyl are widely used as ground vapor retarder material. ' HEAT TAPE: Heat tape is a linear electric heating element readily available from many dealers, home supply outlets, and hardware stores, which is designed, to be wrapped around water pipes to protect the~ from freezing. Its use is usually necessary on exposed fresh water inlet pipes in order to withstand prolonged, exposure to below-freezing temperatures. Heat tape should completely wrap the pipe being protected, and should extend from below the frost line at the supply end and terminate under the insulation of the home at the point where the supply line enters the living space of the home. Heat tape must always be installed in strict accordance with the tape manufacture's instruc- tions. in order to achieve the highest possible safe heating efficiency. A receptacle outlet is provided under the floor by the supply inlet for heat tape connection. HEAT DISTRIBUTION: The circulation of heat within your home is accomplished through the movement of warm air. Closing off portions of your home may cause localized areas to become cold along with outside low temperatures unless measures are taken to ensure that the warm air circulates properly. Be sure that all registers and grilles are open and unblocked by furniture, etc., and that your furnace is operating properly. Hit is equipped with a filter, the filter shoutd be cleaned or changed frequently. The blower motor must also be performing properly. 28 ~ APPENDIX K...Continued If particularly low temperatures are forecast, you should open closet doors and the doors on the cabinets under the sinks and pullmans where your pipes are located to allow circulating heat to reach' them. Areas of still air, such as storage closets, may allow frost or even ice to build up on exterior or outside walls. This may be ~ontrolled by ensuring air movement to such areas and making an effort to keep humidity low as outside temperatures fall. ,LEAVING YOUR HOME UNATTENDED: If you plan to leave your home unattended, or if it is to be without heat for any period, measures must be taken to prevent piping damage from water expansion during freezing. Your water supply pipes may be emptied by performing the following steps in sequence: WATER SYSTEM DRAINAGE 1. Thrn off the gas or electricity supply to the hot water heater. 2. Shut off the home water inlet valve and uncouple the home fresh water connection., 3. Attach a hose to the water heater tank drain valve and open the drain valve, CAUTION, BE .sURE GAS OR ELECTRICAL SERVICE TO WATER HEATER IS TURNED OFF. 4, Open all the faucets and water control valves in the water system. 5. When gravity drainage of water is complete, close all faucet outlets, leave the water heater drain open and the home inlet supply connecrtor uncoupled. 6. Open the cold water faucet farthest from the water inlet and connect a source of pressurized air to blow any remaining water from the cold water line. 7. Open the hot water faucet closest to the hot water tank. Using pressurized air, blow the remaining water in the line out into the water heater tank where ii will drain. Close the fau~et before proceeding, to the next farthest faucet. 8. Repeat the operations in step 7 above for each hot water faucet moving progressively farther from the hot water tank, until the remaining water is blown from the hot water system. NOTE BE SURE THE WATER HEATER IS REFILLED COMPLETELY BEFORE PUTTING IT BACK INTO SERVICE. IF THE WATER HEATER OPERATES WHILE EMPTY, SERIOUS DAMAGE IS LIKELY TO RESULT. ' To prepare your sewer system to resist freezing temperatures while you are away, you should empty the commode water chests by flushing the toilets with the water supply turned off. Then pour approved drain system antifreeze into all drains to preVent freezing of the P-traps. Check with your dealer for his advice as to brands of antifreeze compatible with your home's type of sewer pipe. If suitable antifreeze is not available, the toilet bowls and plumbing fIxture drain P-traps must be drained to a point at which the water level is below the P-trap seal to prevent damage. It will first be necessary to disconnect the ~ewer line hook-up where it attaches to the home drain outlet. The sewer line on the site should then be capped to prevent the escape of sewer gases, The home drain outlet must be left open to permit drainage from the traps. Use a rubber toilet plunger to force the water out of the toilet bowl and fixture traps until only an inch or two remains in the bottom. Next, using the same rubber toilet plunger (or pressurized air, if available), force the water out of all lavatory, sink, washing machine, tub, and shower drain water P-traps., (Note that it will be necessary to temporarily restrict one of the drain openings of double fixtures in order to force the water out of the P-traps from the other drain.) WARNING SEWER HOOK-UP MUST BE DISCONNECTED BEFORE EMPTYING DRAIN TRAPS, OR TOXIC AND EXPWSIVE SEWER GASES MAY BE PERMITTED TO ENTER THE H,OME. 29 APPENDIX'L INSTALLATION 'INSTRUCTIONS FOR FIELD INSTALLED DWV SYSTEMS Portions of the DWV system of a home which are below the floor may not have been installed by the manufacturer, due to the possibility of road damage to thepluinbing system during transit. All materials required to complete the system have been furnished by the manufacturer and are shipped as loose items in the home. The following instructions are provided for use in completing the installation of the DWV system in the correct manner. Please read through this entire instruction sheet before starting, work to familiarize yourself with the proper sequence of installation. 1. Locate the DWV plumbing schematic which is a drawing page attached to the tab behind the front cover in the Installation Manual supplied with this home and review the layout. AlI'drain lines and fittings marked with an asterisk(*) on the schematic, drawing are to be field installed. 2. Inventory all loose plumbing parts supplied by the manufacturer by laying them out on the ground under the home in their correct relationship according to the DWV schematic. All pipe and fittings should be used where indicated OIi the schematic to insure the correct flow and grade in the drain line. 3. Remove shipping covers from all fittings and pipe stub outs and ensure that all piping is clean and free of burrs. 4, All solvent welded connections should be made in accordance with the instructions furnished by the cement manufac- turer and included wjth the, loose shipped parts. ' 5, Assemble the field installed portion of the DWV system by starting at the most remote end and working toward the outlet, supporting the piping as you go with temporary blocking to achieve the proper" grade. The grade of the drain must be at least 1/4 H fall per foot of 'Tim unless noted otherwise on the DWV schematic drawing. When the entire system is completed the permanent drain line supports should be installed at 4' o.c. See drawings in this supplement for suggested methods .of installation of supports. 6, The completed DWV system shall be subjected to a flood level test per the requirements of Section 3280.612' (b) (3) of the Federal Mobile Home Stan,dards as follows: "The mobile home shall be in a level position, all fixtures shall be connected, and the entire system shall be filled with water to the rim of the toilet bowl. (Thband shower drains shall be plugged.) After all trapped air has been released, the test shall be sustained for not less than 15' minutes without evidence of leaks. Then the system shall be unplugged and emptied. The waste piping above the level of the toilet bowl shall then, be tested and show no indication of leakage when the high fixtures are filled with water and emptied simultaneously to obtain the maximum possible flow in the drain piping:' . 12"~ Nm,~1 FLOOR JOIST L,~ N"~ 'Nro FLOOR JOIST {21 STAPLES OR SCREWS EACH SIDE GALV. OR ALUM, STRIP MIN. 2 x 3 LUMBER DRAIN PIPE SUPPORT METHOD 30 <";" '\;' .. APPENDIX L...Continued 121 16 GA. - m6" ~ ~ STAPLES EACH END (1" LUMBER) OR (2) 16d NAILS GALV. OR ALUM. STRIPS (2) STAPLES EACH SIDE GALV. OR ALUM. STRIPS DRAIN PIPE ALTERNATE PIPE SUPPORT METHOD APPENDIX M ' INSTALLATION OF RANGE AND/OR COOK lOP AND OVEN If a range and/or cook top and oven, that was not supplied by the home's manufacturer at the time of purchase, is to be installed, then following should be observed: a. Install the appliance to provide the required clearances per Federal Standards whkh may be more restrktive than appliance manufacturer's normal installation instructions. b. Do not install an ,appliance which requires a heavier connected energy capacity than the home's system pro- vides (see capacity label on appliance). c. Follow appliance manufacturer's installation instructions except as outlined in a. above. 31 ",' EXHIBIT 1 ZONE MAPS OF THE UNITED STATES STRUCTURAL DESIGN North ~N_ Note: HaweiI, Cane! Zone. Puerto RIco and VIrgin Islands are South Zone DESIGN ROOF LOAD ZONE MAP , South 20 PSF Middle 30 PSF North 40 PSF Note: Hawaii and Canal Zone ,. Zone 1 Puerto RIco and VIrgin Island - Zone II DESIGN WIND ZONE MAP Standard Wind Hurricane Resistive Other Zone I Zone II 15 PSF Horizontal 25 PSF Horizontal ,9 PSF Uplift 15 PSF Uplift HEATING AND COOLING DESIGN - ,Zone II Zone I " ~" 32 <# EXHIBIT 2 PIER LOAD CAPACITIES AND FOOTING SIZES Required Minimum Footing Sizes (1) (or equal area) Pier Load Allowable Soil Bearing Value , Capacity Pounds 1000 PSF 1500 PSF 2000 PSF 3000 PSF , 1040 12" x 12" 12" x 12" 12" x 12" 12" x 12" 1200, 12" x 16" 12" x ~2" 12" x 12" 12" x 12" 1400 12" x 18" 12" x 12" 12" x 12" 12" x 12" 1900 12" x 24" 12" x 16" 12" x 12" 12" x 12" 2200 24" x,14" 12" x 16" 12" x 14" 12" x 12" 2600 24" x 16" 12" x 22" 12" x 16" 12" x 12" 2800 24" x 18" 24" x 12" 12" x 18" 12" x 12" 3000 24" X 18" 24" x 12" 12" x 18" 12" x 12" 3200 24" x 20" 24" X 14" 12" x 20" 12" x 14" 3400 24" x 22" 24" x 14" 12" x 22" 12" X 14" 4000 24" x 24" 24" x 16" 24" x 12" 12" x 16" 4300 24" x 26" 24"x 18" 24" x 14" 12" x 18" 4600 24" x 28" 24" x 20" 24" x 14" 12" x 20" 5500 24" x 34" 24" x 22" 24" x 18" 12" x 22" 6000 36" x 24" 24" x 24" 24" x 18" 24" x 12" 6400 36" x 26" 24" x 26" 24" x 20" 24" x 14" 6500 36" x 26" 24" x 26" 24" x 20" 24" x 14" 6800 36" x 28" 24" x 28" 24" x 22" 24" x 14" 7000 36" x 28" 24" x 28" 24" x 22" 24" x 14" 7500 36" x,30" 24" x 30" 24" x 24" 24" x 16" 8000 36" x 32" 24" x 32" 24" x 24" 24" x 16" 8600 36" x 36" 24" x 34" 24" x 26" 24" x 18" 9200 36" x 38" 24" x 36" 24" x 28" , 24" x 20" 11000 36" x 44" 36" x 30" 24" x 34" 24" x 22" 12000 36" x 48" 36" x 3'2" 24" x 36" 24" x 24" 13000 48" x 40" 36" x 36" 36" x 26" 24" x 26" 14000 48" x 42" 36" x 38" 36" x 28" ' 24" x 28 II 15000 48" x 46" 36" x 40" 36" x 30" 24" x 30" 16000 48" x 48" 26" x 44" 36" x 32" 24" x 32" 1600 12" x 20" 12" x 14" 12" x 12" 12" x 12" 1800 12" x 22" 12" x 16" 12" x 12" 12" x 12" 2300 24" x 14" 12" x 20" 12" x 14" 12" x 12" 2500 24" x 16" 12" x 20" 12" x 16" 12" x 12" 2700 24" x 18" 24" x 12" 12" x 18" 12" x 12" Minimum footing size required for other pier loads may be determined as follows: Pier Load in Lbs. R . d F . A . S F ' = eqUlre ootmg ream q. 1. Allowable Soil Bearing Value in PSF (1) Treated lumber footing dimensions are "nominal width x actual length". Example 24" x 26" above is 2 x 11 \t4" x 26" actual dimensions. (2) If a pier of sufficient capacity is not available, use 2 piers; each with sufficient capacity to carry at least half of the required load. Install as shown in Appendix A. 33 EXHIBIT 3 RIDGE BEAM POST CONFIGURATIONS POST · TYPE .. rF.I, 1-2x6 . #6 -------.,--~- 2-2x3 rEI 1-2x6 ,.' #7 -~-----,.---- 2-2x3 rEI. 1 - 2 x 6 #8 ------~~---- 3-2x3 ~F.I. #9 ~---:~~-~---- 2-2x4 #10 rEI. -------~---- ... 2-2x6 rEI. #13 -------~---- 3-2x6 ":24 ::~~~!-~-- 2 - 2 x 6 EI. ":25 ---------;Z~.~ 4-2x4 *The broken line in e~ch "Post Type" represents the marriage line between the two ridge beam halves. * *F.I. designates field installed. EXHIBIT 4 ELECTRICAL FEEDER AND EQUIPMENT SIZES fMder ,SIze MInImum SIzes Feeder Conductor SIzes Max. Cllcul8ted (See IIlIin Iini.. IIld libel on JunctIon Flax Conduit (in.) eo- Conductors (note 11 AIumklum Conckictors NeutnI fMder Load dIItributIon panel Boll Copper , Aluminum ~ It IlIack White Gre<<I Red It BIKt WhIte Green (AMPSI lAMPS! (In.1 Conductors Conductors Powwl (Neutrall ' (Groundlnlll IPowerI INeutr8lI IGroundinnl 50 1011014 1 1 No. 6 THw No. 6 THW No. 8 THW No. 6 THW No. 6 THW No. 8 THW 50 100 1011014 114 1% No. 3 THW No. 3 THW No. 8 THW No. 1 THW No. 1 THW No. 6 THW 100 , 125 1211216 1% 2 No. 1 TlfW No. 2 THW No.6THW No. 2JO THW No. 110 TlfW No. 4 THW 115 150 1211216 1% 2 No.1/OTlfW No. 2 THW No. 6 THW No. 310 THW No.1/OTlfW No. 4 THW 115 200 1211216 2 2 No. 3/0 THW No. 2 THW No. 6 THW 260MCM No.1/OTlfW No. 4 THW 115 Note 1. Copper feeder conductor sizes No. 3 may be replaced by No. 2, No. 1 may be replaced by No. 1/0 & No. 1/0 may be replaced by No.' 210, Note 2. Support of vertical rigid nonmetallic conduit for feeder cOnductors. when used, is based on feeder conductors rated 600C and below. , 34 ... ,~ ~ " TO DISTRIBUTION PANEL t EXHIBIT 5 ELECTRICAL CROSSOVER DETAILS FLOOR JOIST t230V ONLY) A-SECTION B-SECTION ~ 1 .1 ~sc~ PLYWOOD COVERS TO DISTRIBUTION PANEL + PLYWOOD COVERS TO DISTRIBUTION PANEL 1 REO "l ' WHT ff " APPROVED BLK f \ ~ED . CONNECTORS ,HT BLK . t~, GRN , FROM - B-SECTION SOLDERLESS WG SINGLE CIRCUIT CROSSOVER, 115 OR 230V FLOOR JOIST A-SECTION B-SECTION , METAL BOX ~.. 1 1, 1) SCREWS 1 DOUBLE 20A CIRCUIT CROSSOVER OR DOUBLE 15A CIRCUIT CROSSOVER t FLOOR JOIST + B-SECTION A-SECTION ~ . II 20. C'RCU>T JJ - ,.. c'.cun METAL BOX 1 1) SCREWS 1 PLYWOOD COVERS 1 20A CIRCUIT AND 15A CIRCUIT DOUBLE CROSSOVER SOLDERLESS LUG FLOOR DECKING SINGLE CIRCUIT CROSSOVER 115V BonOM BOARD 35 ,~ ,,.f, ',J :/" ~ Printed in USA FLEETWOOD ENTERPRISES, INC. 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South 1/2, Section15-24-1~ Scale: 1 = 200' April 09,2001 Map Number R15~ STATE APPROVAL , ENGINEERED T1EDOWN ~ 't ;:, t ::i'., APPROVED SUBJECT TO CORRECTfONS NOTED ApproVe, doe! n'ot authorize or approve any omissI,,;. or deviation from requirements of applicable State f~z and , ~egulations. '. 'T";I~A'E~:~j~D~~'ftlj% , '.," " .',/..,.;;: ~,','1~;~?,;'~<t~.~~~y~~'::~:.,;'c(~,:~. 'ENGINEEREDTIEDOWNSYSTEM .", . ~. '\.'" ,., 'r'~,~ .. , ,; ; "J '. '. ,. ,~' ."" _ " \ DESIGN tOADS: , , " ,- * 1fIND __..;;.;.,.----------~- 15psf (70 MPH EXPOSURE ,"C") * WIND ~~-...;.------------ 25psf (8S MPH EXPOSURE ~C") * 1fIND.......:.~-:-:.-----..:.------- 35psf (100 MPH EXPOSURE "C") * SEISMIC ZONE ---------- 4 * SOIL BEARING ---------- 1000 psf .MQli; MAXIMUM SOIL PRESSURE IS 1000 psf WITHOUT A SOIL REPORT. * EARTH AUGERS --------- 475011 MIN. TOTAL LOAD CAPACITY 315011 WORKI~G LOAD CAPACITY * STABIL-X DRIVE ANCHORS-- 475011 MIN. TOTAL LOAD, CAPACITY., 31501 WORKING LOAD CAPACITY * CONCRETE SLAB ANCHORS -- 475011 MIN. TOTAL LOAD CAPACITY 315011 WORKING lOAD CAPACITY * TIE DOWN STRAPS ------- 475011 MIN. TOTAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY -', TIE DOWN STRAPS MEETS FEDERAL SPECIFICATION QQ-S-781 H FOR TYPE " CLASS B: GRADE 1 STRAPPING AND BE AT LEAST 1 1/4" x .035 ZINC PLATED. 1. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND ENDS OF, THE, MANUFACTURED HOME. ' 2. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED. 3. roR ALL TIE DOWN INSTALLATIONS, THE MANUFACTURED HOME CHASSIS MEMBERS ARE SHOWN AS"I" BEAMS. (FOR ILLUSTRATION PURPOSE ONLY)CHASStS BEAMS CAN ALSO BE "-C:' SHAPED OR "RFC" SHAPED. 4. SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME. 5. END TIE DOWNS CAN BE LOCATED WITHIN lS" OF EITHER ~ OF CHASSIS BEAM AXIS, AND BOLT-ON TOP CAN BE ATTACHED WITHIN 18" TO 60" FROM ill OF CHASSIS BEAM. 6. THE SIZES" TYPES, lENGTHS, ECT. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY BE USED AT THE SAME SPACING AND LOCATIONS SHOWN. 7. ALL PARTS ARE COATED WITH RUST RESISTANT INDUSTRIAL SHOP PRIMER. S. THtS TIE DOWN SYSTEM MEETS THE REQUIREMENTS OF SECTION 1336.3 SUB- SECTION (0). I I 'SAC ~g~TED 1722 A BISHOP ROAD CHEHAUS. WA 91532 Ph: 360-748-8850 ,.' _r tbis Plan Approval Exp~es ". ~"". "'" '0', : '. ' ' . ' #6005 #6006 Ii Ii . Ii . .~~ ".-.-' '<4002 PIER . eOLT -ON TOP '7002 7' STEEL STRAP , W /HOLE '-.1 ,.:. : ;7000 7'STEEl STRAP W1,'fKLE' 16005SPUT BOLT at NUT, ." ,. "J, ~ '.'- .', 16000 SERIES EARTH AUGER (TYPiCAl) , #6000 #6001 NOTE 4 VERTICAL OR ANGULAR INSTALLATION'IS OPTIONAL AUGER, TIE-DOWN ' INSTALLATION INSTRUCTIONS 1. CONTRACTORS WARNING: CHECK fiRST fOR UNDERGROUND UTILITIES. 2. INSTALL GROUND ANCHOR INTO GROUND lEAVING 12"-14~ OF SHAFT EXPOSED. 3. PLACE STABILIZER PLATE NEXT' TO SHAFT BETWEEN THE ANCHOR AND CHASSIS BEAM, AND DRIVE INTO GROUND. 4. FINISH TURNING ANCHOR INTO THE GROUND APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTIL ANCHOR HEAD IS FLUSH WITH STABILIZER PLATE. 5. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 6. IF ANGLE OF SIDE STRAP IS GREATER THAN 60', STRAP CONNECTION CAN BE MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. 7. INSERT STRAP THROUGH SPLIT BOLT. CUT orF EXCESS STRAP AND TIGHTEN BO,LT UNTIL STRAP IS SNUG. END TIE DOWN SEE CHART ... e & ,'~ i G_ .' .. lj ~ ~ > III ' , '~... ;: , .. :z: ... ( co l:l i: j \'.. !'. SINGLE WIDE DOUBLE WIDE < ' ,/,,'" :~,~'i! "," . ; , . ", . " . , '.~" ' , '; . #6013 #6005 #7000 #7001 #7002 # 400 2 '6005 SPUT., BOLT &. NUT '6013 STABILE "X" DRIVE ANCHOR GROUND UNE ,4002 PIER BOLT -ON TOP CHASSIS~' , _ ~ - ....' - .... ,....-' -- ..",. ,."" ."-~ -:'-i ' ",-'. ..-.--: --' ." --.-- -- ....... ,7002 7' STEEL STRAP , W/HOLE ~ SEE OETAIL"A" VERTICAL OR ANGULAR INSTALlATION IS OPTIONAL STABIL-X DRIVE TIE DOWN SEE DETAIL "A' __.u._' ." 11000 or '7002 7' STEEL STRAP OET AI LUA" INSTALLATION INSTRUCTIONS ,. CONTRACTORS WARNING:, CHECK fiRST fOR UNDERGROUND UTILITIES. 2. DRIVE STABILIZER PLATE INTO GROUND. 3. DRIVE CROSS RODS THROUGH HEAD TUBES INTO SOIL AS SHOWN. ,4. ATTACH STRAPS, TO CHASSIS BEAM IN MANNER SHOWN. 5. If" ANGLE Of SIDE STRAP IS GREATER THEN 60", STRAP CONNECTION CAN BE MADE fROM ANCHOR TO OPPOSITE CHASSIS BEAM. 6. INSERT STRAP THROUGH SPUT BOLT. CUT orr EXCESS STRAP AND flGHTEN BOLT UNTIL STRAP IS SNUG. 7. #6002 ANCHOR CAN BE USED WHERE HARD OR, ROCKY SOIL OCCURS. ,IF' THE: GROUND SURFACE IS OTHER THAN ROCKY SOIL OR MINIMUM t'ASPHALT, USE STABIL-X ANCHOR OR ENCASE ANCHOR WITH 12"xtt'x1t' CUBE OF -CONCRETE. 8. WHEN #6002 ANCHOR IS USED FOR ANY REQUIRED ANCHOR -- (2) ANCHORS MUST BE-USED AT THAT LOCATION. ~ b SEE NOTE #7 AND NOTE fi8 , ' . , REQUIRED NUMBER OF COMBINED ANCHORS ',FOR EACH .slOE, AND .EHD OF MANUFACTURED HOME :<-','- ,No. OF ,SIDE No~ OF ENO TOTAL No. OF WIDTH lENGTH ,WIND SPEED SEISMIC : , , ' , TIE O,OWNS TIE DOWNS TIE DOWNS SINGLE 70' MPH EXP .,"C":: 15PSF ZONE 4 4 .. , " 2 12 WIDE 0'-78' ,85 MPH EXP;.C" -25Psr ZONE 4 ,8 ,'" .' 2 20 TO 16' 100 MPH EXP;"e- ::35PSf ZONE 4' 12 ~ ~,~. ~,;2 " '. 28 DOUBLE 70 MPH EXP. .C" -t5PSf ZONE 4 4' , , , , ,4 ,', ,16 WIDE 0'-7&' '8S,MPH EXP. .C' =25PSF ZONE 4 8,,', -4 f,c", 24 TO 28' 100 MPH ,EXP. .CP =35PSf ZONE .oJ .. 120~ 4 ' .. 32 TRIPLE '70 MPH EXP ."C'=15PSF ZONE 4' ~, l" ',',"'4 ",,:< :"';' \,....6 " ;;c 20 WIDE 0'-78' ,85,MPH EXP....C..=25PSF ZONE 4- - .>~.. :8 <,>,','6 ..' 28 .. TO 42' 100 MPHEXP. ':C"=35PSF ZONE, 4 12 : c':,,,; , '."';~ '''6 ' , 36 ,.. ' .- -. . ~ -c:- ""', < - -.~-. ----:-);. ,;.. . , WINO= 70 MPH - 85 MPH - 100 MPH EXP. "e: - SEISMIC ZONE 4 #7000 #7001" #6005 #4002 PIER SOLT-ON TOP 17002 7' STEEL STRAP WITH HOLE " 16005 SPUT . SAC IND>CONCRETE TIE .J~' .. " " ! ' . ; #4002 #6003 CONCRETE TIE-DOWN INSTALLATION INSTRUCTIONS #6004 f NFW CONCRETE - 16004 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE, AND ALLOW TO PROPERLY CURE. 2. ALTERNATE CONNECTION REQUIRES tiS REBAR PROPERLY EMBEDDED IN CONCRETE. EXISTING CONCRETE - 16003 1. CONCRETE MUST BE A MINIMUM .3 1/2- THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. 3, DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12- FROM ANY SIDE. 4. EXPANSION BOLT IS 5/P: x 3 1/2- WITH MINIMUM 2 3/4- EMB'EDMENT AND 6.180 POUND PULL OUT, 7,160 POUND SHEAR. CHASSIS CONNECTION 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. IF ANGLE OF SIDE STRAP IS GREATER' THAN 60", STRAP CONN.E:CTJON CAN BE MADE FROM ANCHOR TO OPPOSITE ,CHASSIS BEAM. ) 3. INSERT STRAP THROUGH SPUT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN BOLT UNTIL STRAP IS SNUG. NOTE: SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME. NOTE: A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE USED. ALTERNATE 'CONNECTION r;J /' ,'\ , , \ 1/\\ '/\\ 1/ \ \ " "" \\ /I \\' h,:_ ',\ SIDE VIEW ' ,END VIEW , :' .';-"';'" :,,- ....." -' END 'TIE.:'DOWN',:\;~: -. " .', ,,',', ,_:,.,,?,"'('~'c.~~~ _~?'::_ -'-.-', \'{. " , NOTE: ENt). tiE ,DOWNSCAtrBE~' LOCATED WltHIN:l 8"~bF ,EITH.E:R. ,,' " ,SIDE OfCHASSISBE.4M,:AX)S:~>~';"'("'-' "'.'> '- ~-.""'~'f"-.;,e,..~"~,~,/ ;:'''i.~~\~-_:'_ -. if ~~' - - . ' d- - -" t- . SIDE VIEW tiC' BEAM CHASSIS SEE GENERAL NOTE ,13 - DRILL 9/1 ft' HOLE AT ~ID HEIGHT Of BEA~ AND INSTALL _ ,-,'"'")... 1/2:" 1.307 BOLT " '__,'1 (TYPI~)_ ,> - _: :::tj "r"- r::~':'- ~ ,- ,- -,,"", ,-' -,"' ,-' . - - ~J ,- ,- SIDE VIEW "RFC" BEAM CHASSIS SEE GENERAL NOTE 13 CONTRACTORS CERTIFICATION "'" '5}{,~;;';>~;''i:{'~';;' I CERTIFY THAT I HAVE INSTALLED THE SAC IND..:INC.' ANCHORING SYsTEM'~~~:::Y' PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFlCA1'lONs~'T(fi;THE,;~i ' ANCHORING SYSTEM OR TO THE BUILDING ,STRUCTURE. ' ,"" . ,.' ,:d{;<i:",,?}~~(:: . '.' .' <' : .' i' . ~> ;;~::~~~;):" ":~):"\~'e' COMPANY NAME: CONTRACTORS LIG~# ,,'" , , Jul 25 02 03:34p Cit~ OT Bremerton 3604785398 F' 1 O~'~u~54- ~-:y.a};f~H~gt~2,fT \iF?,S!51F.' CITY Of BREMERT(J1, WASH [flGTON DEPARTMENT 01" PUBLIC IoJDRKS JUL 2 r.; 2002 PER ~ I T r! n'tiI"J ;!\;, t\ ~ :,,f Ii f.' g ~.I tl.,,~; '~,~ '~~, ~~ f: ~<-"'\\., ~ ~ ~~.., \.1 '~ 'i ~ ~:...,::'~, ft(.~~+-t:r ~l-o Thu Jun 13. 2002 Permi t 4; 4251 Per!l1it Fee: $95.00 APPLICANT: BSB LANDSCAPE AND DESIGN * Certificate Of Insurance Is On File ,,675,(,/0 /k/d t~'l'o..:; j?eL.:I/ /ltJ Y -tyOt? C? ? 6 7 7 l ;M,Ot: I~,d tee,#t!'04.-tJt:.ICI ;Z?"Z,4- Owner: ROBERT A. LARSEN Address: 8045 OLD MILITARY RD9B310 Ph:,692.2871 \lork AOCtresses: 3616 BURIIUL ST TYPE B PERMIT DRIVEWAY APPROACH NO CURB & GUTTER OR SIDEWALK SIDE SEWER CONNECT. IN R!W A PERMIT IS HEREBY ISSUED for the performarce of the following. DR IVEWA Y It I?;:J,A!.C lie N USE OR OCCUPY A PUBLIC PLACE PERfOR~~CE BOND ON FILE This work requires blockage of a street or alley ~nd m~y cut off access to property for emerg~ncy vehicles This permit is valid for 90 calendar days conmencing with "he date of this permit unless speCifically called out under limitations below, This perm': must be posted on tne jab site in a location accessible to City Employees. The Engineering Oepartment must have 24 hours notice of the need for a required inspection. An inspection ffiust be made prior to any work commencing and after conpletion of the job. Phone 478.5270. Limitat,ons: SEE ATTACHED C~MENTS AND COND~TIONS. TRAFFIC PLAN ON IOILI. !.'ORK SCHEDU LE Commence Work: 07/25/2002 8:00AM Co"plete Work: 11/25/2002 4:00PM INSPECTION RECORD Date of Inspection: Date of Approval; Comment: CONTACT PERSO~: BILL PRIGGER 710.4556 ")2~? //-./~~?f7 (Si gT1ature of AfiP.M cant) /~~ "i1,/J4~ /1/ f/~ ~u7..tt--l..:.;w~f (ISSuer~{ ~, ~B(11) Ph018 II Fax # Jul 25 02 03:34p Cit~ oT Bremerton 3604785398 ~ -. CITY OF BREMERTON ENGINEERING DEPARTMENT RlGHT OF WAY PERNUT NO d:li I 1, For undt:rground locates call: 800-424-5555 2, Traffic Control shall be per Washington State M.U.T.C.D. and City of Bremerton Standards. Notify CENCOM (616-5800), Kitsap Transit, Paratransit, Bremerton School District (during school year), and Kitsap Disposal of work schedule prior to start of work, if blocking driving lanes. Sidewalk closed signs shall be used at each end of the \'r-ork area during construction, 3. The street shall be cleaned each evening. Catch basins and ditches shall be protected from dirt and debris per City of Bremerton Standards. No dirt or debris shall be left on a sidewalk. No dirt shall be left on grass or landscaping for such a length of time that it will result in damaged or dead plants. 4. TIle Contractor shall notify the adjacent property owners and the City of Bremerton Engineering Department three (3) working days prior to start of Work and the start of Pavinf.!:. 5. This Permit and a copy of the Approved Plans shall be kept on the work site durine construction. 6. Received from the City of Bremerton: Trench and Surface Restorati on Standards Curb & Gutter, Sidewalk, and Driveway Standards Other: TN-/ve /A.-'~ ;YjtJHad.. v,it: {'~df.:r.!'td G~1..#;e.r, 7. Any landscaping, pavement, sidewalk, Slgn, mail box, or retaining wall disturbed during construction shall be restored to its original or better c~mdition per City of Bremerton Standards, 8. \\'hen installi:1g underground utilities, the Contractor shall maintain a parallel distance of 5 feet away from other City owned underground 'Jtilities, Buried conduit and cable shall have a minimum of 2 feet of cover over the top of pipe. In paved areas that 2 feet minimum is measured from the bottom of pavement to the top of pipe. 9, The Permittee and any of the Perrnittee's contractors are required to name the City of Bremerton as additional ins'..lred for the work in the rigb,t-of-way on their insurance policies. 10, If there is a question abo'.!t, or damage to a City owned utility call 360-478-5920 for assistance during 7:30am to 4:00pm, After 4:00pm call 911 and request that the "Standby" Utility Worker be contacted, , /"1. /?, RECErv ED BY: /t.~/,;.//; </.~~-o/ / i,~' -; -/ DA TE: "I Z. 7 '200 '2-- , p.2 __ ~j<~~ n-~~ . .. ~>l~~~g~ ~~cp~-,'~ _ I _ tv- ;Ff-'" -L. :7> - ~ -"'V _ _ _ _ - ~-- -~-=i- - Q-S: z:. - <- _ _I _ __ _ _ I -- --~, - ,------ - -- t - _~~D fj)- ~ -tP2:..~- -;b~'-~ i\~ ~K~ f'r\ b r-D.i--~ CD ____~--:t!::r------.:-~-2 .-:- '.'. xcC:: lS~:E!iVJJ2: .--~:-~l~ -{---I--- ~'_..' -L:- . :~i~~--~f~~~ , -=~~___~~ ~__. . _ ____ ~ _ .. -;;_~:-_ ....~~~~-~~~ z; ~_~ _ _: _-- . 1__ g;n -:-~Ff'~~:~g~~~- 4:J ____ _N I -- --~ t S~~ITj ~~Lm 0= u-;:- _____---- __ ... .+-_ ~~~ _v/F>(p."\~':Y _ jrl=~!.L r--~:n-: ~-~~ -~~-ir11 , ;;zJ--- ,._, Zl --t ----- ,-'>- ng __ + . 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BREMERTON BUILDING DEPARTMENT Inspection Report Scope of work: Address: ' , Owner: Contractor: Permit Number: Od-nd54- Phone: Phone: Inspection card/approved plans on site Setbacks , Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size Bearing soil (soils analysis if applicable) Special inspector (when applicable) /) FOUNDA liON :WLoC!C I~ tV G-/CI uYl g, (1 S / FOOTINGS APPROVED: WALLS APPROVED: Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 x 24) Floor joists and beams/proper clearance to earth Positive connections posts &' beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place Mudsill: treated material Floor joists: size & span Beams/girders: size & span Notching & 'drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans tenninating directly outside Range hood Dryer exhaust vent All vent tenninations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiling heights Stairs: headroom clearance Stairs: rise & run; proper width Fire blocking wall to Ceiling, furred walls every 10' Fire blocking: stairs, soffits, lowered ceilings Fire blocking: tubs/shqwers Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates Sheet rock backing Wall bracing Rafters size/notching Trusses: specs, bracing, Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in FRAMING COMMENTS: APPROVED: Insulation: proper R valve Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors , Pe'1etrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space ENERGY CODE COMPLIANCE COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: ~ Appliance location and access, proper support Appliance clearance to combustibles Venting: clearance to comoustibles Venting: size & support Vent termination Comoustion air Ducts: size & !?UPport Gas 'pipe under test Gas pipe size & support Gas pipe: underground min. 12" below grade " Gas pipe: within 6" or underground-coated Gas shutoff within 3' of appliance Gas logs: safety shut-off Gas logs:,damper permanently open Wood stoves EPA certified Wood stoves & fireplaces: Tight-fitting doors Wood stoves & fireplaces: proper health Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required MECHANICAL COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: OWV & water piping under test OWV: proper grade OWV: 'proper sizing OWV: proper drainage fittings where required OWV & water piping proper support OW: required c1eanouts Vent termination All fIXtures vented properly Water supply: proper siting Shut-off valves on all fixtures Water heater: gate valve on cold water supply Vacuum breakers: where required' Water heater relief valve drain to outside Water heater: seismic strap R-10 pad under water heater when required Water-piping insulated as required Grease traps/interceptors: where required Proper indirect wastes: where required PLUMBING COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH-IN APPROVED: Proper fastening nails - 7" o.C, horiz. Plane Nails 8" o.c. vertical plane Proper fastening screws 12" o.C. horiz. Plane (1/2") Screws - 12" o.C. horiz. plane (1/2') 24" o.c. framing Proper fastening: screws - 16" o.c. vert. Plane (1/2') Screws - 12" o.c. vert. plane (1/2") 24" o.c. framing Proper fastening screws- 12" o.C. horiz. plan (5/8") Screws - 12" o.C. horiz. plane (5/8') 24" o.c. framing Proper fastening screws - 16" o.c. vent. Plane (5/8') Screws - 12" o.c. vert. Plane (5/8') 24" o.c. framing Area & occupancy separation walls Oraftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) Corridors SHEETROCK COMMENTS: SHEETROCK APPROVED: Energy code requirements met, exhaust fans Plumbing & mechanical Garage/dwelling door self closing solid core Smoke detectors where required Handrails & guardrails, as required Fire ratings maintained Exit signs when required Emergency lighting when required Occupant load posted when applicable Building weatherlight Wood siding to earth separation (6") Building address posted Randon monitor when required FINAL COMMENTS: S';zcdKfC.....APr ~ V5~y Fe 03-630'3 ~/t/etf)/.;'7 ML3~~'7/h/ ~-/tr~crs ~,.,.. '~~M"_~. /() 1M 1 !/tI%