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Home My WebLink About4119 C St - Building .. ,CITY OF PORT ANGELES DEPARTMENT OF co1v1MUNiTY DEVELOPMENT - BUll..DING DMSION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 '-,'"",,'::"'<,":':_",:i, rit ~. ..,~"!,- ApplicatibnNumber Application pin number PrOperty Address ASSESSOR'PARCEL NUMBER: Appli~at~on tYPe description 'SUbdivision Name PiQpereyt1se . . . . . prOperty Zoning . . '. ,~lication valuation . Owner. . , ' __.p!..J:'-~:...;:;'<:::'::"';;; _______ _.......... _~.... swimT DREAMS l?ROPERTIES U,C 255566 HWYl01 EAST 'p6a,T:.;mGELBS (36'0)' 4liO-3765 structure Information 000 OGO Other struct info. ., .. . 05-00000321 'Date 5/13/05, 2J.~230 41J.9 SC ST 06-30-09-5~0-9210-0000- RES, MANUFACTURED HOME RESIDENTALSF 9000 RS9 RESDNTL SINGLE, FAMILY 70000 Contractor ~ 98362 TRIPLE M ~ROPERTIES LLC 25556 HWY 101, EAST PORT ANGELES (360)457-5752 MANUFACTURED HOME TOTAL % LOT' COVERAGE EXISTING LOT, COvERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE ";.C.- WA 98362 10.00 ,1.00 12707;00 1232.00 1232.00 .. .. '. ::-::J:.' -.: _:'<',_'.:',' .,'-:,' :','':: ':.. " ," ... - - '" -,................ ....,_.... _.- - -.... 7"'~ ----... -.............. -....,..... -.....- -- - - -,:-........ -.- ",,'-:-.... -.;. ..- -.; -.... - -.... -.... - - -.... -.......;, - - - -- . ',,",,'.' Permit' .... BL MANUFACTURED HOME Additional desc. KENSINGTON PARK #4159CT/4428 vermit'pin number. 48421 Ji'ermit Fee 230.00 IS,sue, Date 5/13/~s' E:lcp~:i~~i9n Date .~ U.j09/0S Plan Check Fee Valuation .00 70000 .::z:: liASEPEE Extension 230.00 - Oty Unit Charge Per ....Q ~~-----------------------_._~----_..~------~--~---------~~---~~~---~--~~---- special Notes and COmments Building address sign shall nathe less than 6" & not more than.12",in height. NUmbers dolors must contrast with wall colOJ:' they are mounted on. (Ord.14. 36. 050-'-E) ~en 'roof gutters are installed, drains will located in dry wells, or piped to approved storm drain locations ; Manufactured home must be pit set so that.. no, more than 12" of,,;ki:r;ting is visable above grade. 05112/2005 04: 10 Ji'M SROBERDS ______-'--'-u'u__uuu_~_u_: The proposal will result in the placement. of a, mfg home in the RS-9.for total lot coverage of 10%. Noland use issues are, noted. Short Plat utility improvements must be completed prior to issuance of building pe~t7 Electrical load calculations and elctricalpe~its are required. co~ection fee $410.00 ~quired7 ,sanitary,sewer.c:onnection inspection is'required by Publid Works prior ,to back fill of ditch. ~ " ..... :z:. ~ \" ;;. () Jt' ~' :1',: , ~.,,~,:4ti'~;.:;.,,!-\<"l'""--."" - -.. - -.;. - --.. -........ - - - -.... - '* '..;...,.;,'-------.-. - ---.' - - - -- - ~ ---'--- -- ------ - ---- - - - - ~ Other Fees .' . . _,.'. 1> ...., ... .. . SEWER SYSTEM DELV'CHARGE STATE SURCHARGE l>W WATER SYSTEM USE 'FEE 745.00 4.50 10:25.00 -.-- ~- - - -- - - - - - - - - - - -- - - - - - -... -... -:-: .....-,-.- - -- .,''''"",:, --.... - -.- - - - .-..- - -.- - - -- ........-.-.- ":" - - -... ~ ---- Fee summary Charged t>aid Credited Due --~-------------- ---.----_...... --........-.--- ---------- -.....--.....-- Permit Fee Total 230.0.0 230.00 .00 .00 Separate Pe.rm1ts are required for electrical work, SEP A, S~.6~eline , ESA, utilities, private and public irnJ)roY~.'!lE;l,~~;J7Vi~perr\"liill~come~ nulland void if work or construction authorized is not commimcedwithin 1~O days, if construction orworl{is}s~~p~n~ed?~abi1ndoned for a period of 180 days after the work as commenced, or if rE~quiredirlspecti(ms have not been requestedwjthlp18.0 daYStromthe last Inspection. I hereby certify that I hc;wereadand examined this applic'ationand know the same to be tru.e.a~dcorrect. Allpr~visions of laws and ordinances governing this type of work will be complied with whether specified herein ornot. The gra'1t1ngof a perQJlt dpes '1ot presume to give authority to violate or cancel the provisionsof,any state or locaUaw regulating constructionorthe performance of construction. Signature of. Owner (if ownerisl:luilder) Date T:\Pollcies\1102_15 building pennit inspection record05.wpd [1I4n005] BUILDING PERMIT INSPECTION RECORD -, '" ." CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-47:35 FOR ELECTRICAL INSPECTIONS. . CALL 417-480TFOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR.NOTICE. IT IS UNLAWFClLTO COVER,INSULATE OR CONCEAL ANYWORKBBP'()R.E INSPECTED ANJ)A.9pEPTED. POST PERMIT IN A .()P-N~PICUOUSLOCATION. KEEPPEI{MlTCARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE "DATE ACCEPTED '" .. COMMENTS I YES NO ,.,' , "",.".. , FOUNDATION: , . ... . FOOTINGS '. WALts . '. FOWIDA:nON DRAINAGE I DOWNSPOUTS , PIERS POSTHQLES (poLE BLDGS,) . .. PLUMBING "'" UNDERI'LOORISLAB . . ROUGH.IN .... WATER LINE (METER TQBLDG) . . GAS LINE .' .. "., , BACK FLOW I WATER . '. AIR SEAL .... / ., . . . WALLS CEiLING .- r .: I .... ........ .......' FRAMING '.,. JOISTS I GIRDERS . .' SHEAR W ALUHOLD DOWNS '--:, WALLS l ROOF I CEILING 'y, e DRYW ALL (INTERIOR BRACED PANEL ONLY) .> T.9AR . , '. ,. INSULATION .' " " " ", I I .- SLAB .... WALL I FLOOR I CEILING ., . I . MECHANICAL " HEAT PUMP I FURNACE I DUCTS . ,. GAS LINE " .',. WOOD STOVE I PELLET I CHIMNEY . COMMERClALlIOOD IDUers . , MANUFACTUREJ> HOMES FOOTING I SLAB .' BLOCKING & HOLD DOWNS . . ", SKIRTING ,- .. .,' .' . PLANNING DEPT. . SEPARATE PERMIT #'s .' '.. SEPA: PARKlI'lGILI~HTING ESA: 'LAIIID1:,-CA,PING' , ), 1,;"<' ". ", SHORELINE: , ,"', " .".... .'" '.' .. Y" FINAL'INSPECTIONSREQUlRED PRIOR TO OCCUPANCYIUSE' ,." " ,''-'.'':.,?'. " RESIDENTIAL . DATE , YES NO COMMERCIAt , DATE "ACCEPTED I . ~j-, t .. .. , YES NO ELECTRIcAt/..UGHTDEPT. ELECTRICAL .',". ,', 417-473S I. i> LIGHT DEPT .' CONSTRUCTION R:W. I PWI CONSTRUCTION- R.W, ENGINEERING ',' . " 417-4807 . PW I ENGINEERING .. " ".' , ,"' ,. .. ""i..f"iT ",., FIRE . (i 4171653 I" , '.'" , .'.'i;,.. " PLANNING DEPT. 417-47S0 ., PLANNING DEPT. BUILDING '.",,', 4I7-481S I,' ,- BUILDING .','.. . '\ '. " .' ,. ", ' , ,.-""".. .-_.-,"--,', .., ,~>:Lii~{t:'~':~1i,;I~t(t;/~~t'1{i.--;:}.;L,:c-":~ T~\P\:)licies\1102_1S building pt:rmit inspection recordO,.wpd {1I41200S) :tt CUYOFPOR~rANGELESl DEPARTMENT OF COM1v.IUNITY.. . .... D. EVELO..P. ME. NT. "'.-BUILDING DNISI.ON .' .... . . . ...... .. . '... . .... ,. . ....: ~. ,,' 321 BASTSmSTRBET, PORT ANGELES, WA98362 AJ;>p,li<:ati,on Number '.' . . . Application pin number .. . . Plan Check Total .00 other Fee Total 1774.50 'Grand Total 2004.50 OS-00000321 216230 Page Date 2 S/13/Q5 , .00 1774.50 2004.50 .00 .00 .00 .00 .00 .00 "';<1,>'>\" Separate ~ermlts arerequiredfor electrical wOrk,'SEPA,Sh?reline, ESA; utHi,ties, private and public Improvell'l!:'lnt~r,.~iS:~'rmi~IJ~C?~rnes null and void if work or construction author/zed ,Is not commen~,ed~ithip189days, ifconstruction or work is suspe~d~~~~#fJ<1...~oned for a period of 180 days ,after the work as commenced, .orifrequjr~dh1sJle'ctions ~ave not been reqliEisted within1,aO~<1~trofulhelast inspection.. I hereby certify that I. have read and examined this application,,~nd know the same to be trueand'corre.9t.AII,grc:>Vi~ionsof laws and ordinancesgovemlng this type of work wiUbe compliedlJ/ithwhemer specified herein ornotThe granting.otf,peirnit:~()el?not preSume tpQive:authority to violate or cancel the provisions of any state ()r ,local law regulating construction or the performance of construction. ' ,pate SignC1tun:~of Owner (if owner isbuilger) Date Signature of Contractor or Authorized Agent T:\PoUcies\II02_IS building pennit inspection record05.wpd [1/412005] BUIDDINGPERMITINSPECnON RECORD '%1,... CALL 417-4815 FOR BUILPING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE AMINIMUM 24 HOUR NOTICE. ITISUNLAWFUL TO COVER;INSlfLATE OR CONCEAL ANY WORK BlS.fORE INSPECTEPAND ACpEPTED. }lOST }lERMIT IN A COl'l$P:tCY()USLOCATION. '.' KEEP PERMlTCARD AND APPROVED PLANS AT JOB'SITE INSPECTION TYPE DATE ACCEPTED ..' COMMENTS' .. H. I YES NO " FOUNDATION: . ': FOOTINGS ~flJW~ ~ .(o- W'.;:f'GL W Al.LS FOUNI:/AnON' DRAINAGE I DOWNSPOUTS . ~\\O\O~ --...r- <...L.. .' . .'. .' < . PffiR$' . .... , ros:rlIOt.ESCPOLE BLDGS.) '< .. .... ..... PLUMBING , .... '. UNDERFLOORI SLAB .'. ROUGH:.IN .'. WATERLINE (METER TO BLOG) . G..}StINE .. . BACI<FJ.,OW/WATER ". ". ... AIR SEAL . . WALLS CEILING . .' .' .. ... FRAMING ." .. ". JOISTS I GIRDERS SHEAR W ALUHOLD DOWNS W Al.LS I ROOt:' leElLING .' DRYWALL (lNTEIUOR BRACED PANEL ONLY) T-BAR. .. '. INSULATION SLAB' .' . WALL I FLOOR I CEILING I . . MECHANICAL HEAT:PUMP I FURNACE I DUCTS GAS LINE ' WOOD STOVE I PELLET I CIDMNEY COMMERCIAL HOOD I DUCTS , . . MANUFA<;1J1RED HOMES . I I FOOTINcfl SLAB i fj.J'IfJ / P8 ('J vV BLOCKING & HOLD DOWNS !'ih IOtfii J;fw SKIRTING .,/ . , PLANNING DEPT. SEPARATE PERMIT #'s .' SEPA: .r ARKIN(;JLIGHTmG ESA: LAN))SCAPINq , . C.' I.......... '. .' SH9~Il'IE: . , ., . ". . .< '.. ... .. " " ,C FINAL INSPECTIONS REQUmED PRIOR TO OCct/PANG)'Il1SE . c'.' '.8 i"'/' ; '. .' , RESIDENTIAl.. DATE YES NO..... COMMERCIAL ": '. DATE ACCEPTED. .... .' . ".YES< 'NO .. ELECTRICAL.:XLIGHTDEPT: 4174735 ELECTRICAL I LIGHT DEPT CONSTRUCTION R. W.l PWI CONSTRUCTION - R W. . ENGINEERING 4174807 PW I ENGINEERING .' ." FIRE DEPT.... ,~. .. ..... FIRE 4174653 .. .. ..... PLANNING 1)ElJ'. 41747S0 PLANNING DEPT. .,. . BUILDING;! .... 4174815 //)...1.2....45"' .:TL...t- BUILDING 0.-" .. ;,., inspection recordOS;wpd PREPARED 8/19/05, 14:02:34 CITY OF PORT ANGELES '\ INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 10 8/19/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 4119 S C ST TRIPLE M PROPERTIES LLC SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9210-0000- 05-00000321 RES MANUFACTURED HOME SUBDIV: PHONE (360) 457-5752 PHONE : (360) 460-3765 PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ~~ -' BLFS 01 5/25/05 JLL 5/26/05 AP BLBT 01 7/07/05 JLL 7/07/05 AP DRW 01 8/10/05 JLL 8/11/05 AP BL99 01 ~j)L Ol n& -9. 1-\- BUILDING FOOT /SLAB TIME: 17:00 OS/24/2005 05:02 PM SROBERDS JASON 477-1191 REBAR IN SLAB, WANT TO BE LAST FOR THE DAY. OS/26/2005 10:48 AM JLIERLY ----------"----------------- inspection was postponed by builder for 10 am on 5-26-05/jll BUILDING BLOCK AND TIEDOWNS 07/06/2005 05:07 PM DYASUMUR JASON 477-1191 07/07/2005 04:06 PM JLIERLY ---------------------------- BUILDING DRYWELL DRYWELL INSPECTION 08/09/2005 02:08 PM PBARTHOL JOSH 460-3765 .... AM INSPECTION 08/11/2005 09:43 AM JLIERLY ---------------------------- BUILDING FINAL FINAL DALE 477-0651 -------------------------------------- COMMENTS AND NOTES -------------------------------------- L ~ V~WvA,1L- 'ilvi- bJi- PR~RED 5/25/05. 13:18:29 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY 4119 S C ST TRIPLE M PROPERTIES LLC SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9210-0000- 05-00000321 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 5/25/05 J~? C{d rs-1'D r :vr SUBDIV: PHONE (360) 457-5752 PHONE : (360) 460-3765 BUILDING FOOT /SLAB TIME: 17:00 OS/24/2005 05:02 PM SROBERDS JASON 477-1191 REBAR IN SLAB. WANT TO BE LAST FOR THE DAY. PAGE DATE 11 5/25/05 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PiC \1.--~O ~.~ uf le l41?L .1Y0 rw1 ~ \\'~-\..."". _:~rIf.:;.. ~-' ~; '-,;:Y-Y."",-"-, ~~-~> 'r'''t-;-:;'~~-~t'..",.~~~; ~ :"~M,"''1"F' ~f' . <'i;~:',::; ,~~,_:,,:-I',(~\,)?:~-:,~-;#~j"" -~-':-~:'2:'~~~~'~-.'''';_~_~';~:.~~h':;~ AP:~-27-2005 12: 29 PM. ZENOV I C & ..A~\~OC I ATES. 360*- 4. 1"7. 0514 . ' . .... "t.'. p , . .. j.:,:.; .~~."'-;~.:~; :':;.';~ ~'l.::: .:; ;.1: '~::'~; ';: .:. ::. ;": :J~:: ;::.;;,.;~.:;:'t:.~.:~~;:.:~~,:;:-;; ,-.~~.;~..';~ ~:; ::.::;' ';, ~t ;.:._~:: ::~.~::i~..;.,;~ :,! '~-~'~.,t"'~;_;~:.:'J)#~tl": " .:~.~: "C-t.. ~-~. :.:.It.''I:r....r. I:,.;."..,' ""1", ..... "'1',. ".'" ,....,1 ..' ...",,_ ""I . .........il;.'~U....., . '. .' . . :: _~~._;:_.:;., <;.~: ::...~:, :~. :~..:; :;,i>-::~:; ~:;=;:':f';;~-":';;::;::"'~'~:~:':';;:":~ ~:~"::.":,:.~:~ ::-~;.:Y~'(:; ~;~ ~ '~:~~;:'~:~."" "' ,~~..y '-~.'~'-' G~~:~. ,: ;';'~' ~',4~"'~I,t ~ :',,'Hr_,_ : '" ':"l'14.~"II"f;;1' -'~~';;f +<.':-'(I""~l"l' "'_,, f":"4,:;t1fo, 'I. '~l"""'\':"ll'j;':;'tJ"'t~~.'~i4f~"'~~~')..' "',," ,,' ,.,1 '.~-'" ,{ o~ '"'H f t,~; ,:;'Hnl',::,:::~""J~t;;~::'I;;'I:<'~:"Jf'Htl'J:;::~~~\)'II;~~\1\ti_;};I:::.': ;. ",~\,,: ~;,,~:"'I",'J-'1Jl1P+D~tllJt.K.~,I,1!tR~":: JI! '.. !Jll.r~!n 'f ~i ".~,"!,.:; ':"I~tJ',:I'Jf;~l<jI""!"'l'P'" ,;'nl~"'~ll[f.."" O,:;C "'foit. ~"';.iL~:lq...,..!,..,.:.. 'i.'I~ I ,<, f ,~, hUfJJf " ;.:,~ .~H , ("I, ~~ ~r. _;::0 -::r' PU ". ,~,.,~.~.1~;" . ",i'''''~'~'':'1-~~\' ~~:i~:~"I.~I:' 'il'1,,\,~.~,q 1 . ' -- - ..; 519 ~~lmh r;~!;()dy' ,~:~~l~~~d~ . PorI 'Angekl:Washington 98162 (360) 417#'50 I ~ ''\t-':..i' Fax 060) 417-0514 "1 ,. , E-mail: lenovic@}olympus.llel"-c :::~7~::~ngeleS Building Oep8rtment,J.\i' 32t'Easf 5th Street . . ; R~F:(Angeles, W A 98362 .f SUBJECT: Lot 2,J'Ar~8trong Short ~!at, South C'~!rte~, .j:)t9rt~ng~les, Wash~ton "i~~~t=:?u~~atlon System Roqulrements for MobUe.Ho,rru! . ,',;",tf'<,:,. ~_'_ ,.oj... ".J Dear BUIJq~~9 Department: ' ," lot 2 noted~~ve, cont~ins'several feel pf fill over native solis. The foundation sys~ern) for this mObile~lJom.e.. will consi~{~qf !YPlea.r2 feet.wi~e.,.,}co~cr:ete ru. ~hers at...e.ach. e. n..,q...~.~.a.'....~.,..f.n..,.~..:.~...,....~.;.....:...i.'...~. at approximately 8'0.c. runnln~erp~ndlcular, to th~(Io.ng dimension of th~.m~911~,l~~~~~;r '. On top of these runnerl:i. a6~::~eep reinforced oonoretf! sJ~b ~III be placed. Thls;~181:)!'!JIII,:;~~,;, be constructed to the acttJal dimensions of themobiletlome. To allow Installation of this '.;" .' foundation system that following prooeq~reshall be followed: . ,.'}~ i< ';'1;\ C (I R I' () RAT E D \)';~'~'''f.~' "'''---,. .( , ~;, I . . '.r :~~,t )~\ {':;' ,;,:\;:, .;- ',} i." " ",' "'-, ~,. c.. .~ ,'.i '" '" - , i .,<i'>.:i ') 1. At each fra,l"l.~v~,,!e striplfgotings location. ~~e fill~hal!be. r~mov,ed for\a\YI~'gfi~s of 2 feetto mat.ch\,thewldthof proposed oon.cretestrtp footing. QnoetheJIII ~~, " materlalha~lg;;eQ:removfkithe excavation 9~all....~ backfllled\Y~th C; [):F;t:;i,;;' (controlled. dei,slty fill). Afcompletlon ofthffsubQradeexca~t,lon thlsofflce' shall inspect tovertfy ttl.at thElC.D.F. backfill willbe'placed on native solis" ,prior to placement of the C.O:F. backfill 2. The twofeet.-~deconorete strip footings sh~II be placed on the C.D.F. The'*' reinfqrpingo(these strip footings shall be. as required by others for the mob.i1e home foundation. ., " ' .,~ ' ~~'" ' . .. '{ " . 3. Once tt:le-strlQ 1potlngs. Q~v~ b~E!;PIE:\~edra i7~n thick concrete siab shEdl be placed to mat~~t~'i,fo9tfprtntoftHe niobileh()me. Thls~lab.shall have two . #A reinforcing' bars1!urlfifQg'16ngit';Jdinal at tHe(rnatlng line of the mo~il~ home.' These ~lnforcing;.:Da~.~h;aIL~~, s,:~t 12 inctle~<!eart. The rem~lnderpfthe slab shall have. a ~~if'lf9fcinggrtd'o~#4 relnforcing;b~~'at16" c.b.a.w. Th~r~, .." shall also be.a#4,~mf9rcin~,,~ar al'Oun~. the~l1tlf'El!8erimeter of the s.la~>~;6 ....,-!S ~pproxlmateJy 3b in 'frriltl,~he eage1of:tt'le slabj;,&L,~'~"ce~!n relnfo"9J1g;:!hall"t ~:rlam~~~~rr;,~::~:U~d411~i~;~~t~n~t6~~~~%~~.~j~Jnn~Y'~~i~tiRWe "-'.',..- home. !hi~;.slab.wlllb~)laCed aPe~l)xiroateIY<1.~;I,nc!1~s b~low~he .....~r"'.. .:surroundjng g,r,ade to' provide for a pit set for the mobile h()me. .. , . ~ , '",~,- .-' .' ' ~",; ~1' " "} . "ht~;i"'- ~"-~-t . PREPARED 8/10/05, 13:36:14 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY 4119 S C ST TRIPLE M PROPERTIES LLC SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9210-0000- 05-00000321 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 5/25/05 JLL 5/26/05 AP BLBT 01 7/07/05 JLL 7/07/05 AP DRW 01 ~ $f2- SUBDIV: PHONE (360) 457-5752 PHONE : (360) 460-3765 PAGE DATE 2 8/10/05 BUILDING FOOT /SLAB TIME: 17:00 OS/24/2005 05:02 PM SROBERDS JASON 477-1191 REBAR IN SLAB, WANT TO BE LAST FOR THE DAY. OS/26/2005 10:48 AM JLIERLY ---------------------------- inspection was postponed by builder for 10 am on 5-26-05/j11 BUILDING BLOCK AND TIEDOWNS 07/06/2005 05:07 PM DYASUMUR JASON 477-1191 07/07/2005 04:06 PM JLIERLY ---------------------------- BUILDING DRYWELL DRYWELL INSPECTION 08/09/2005 02:08 PM PBARTHOL JOSH 460-3765 **** AM INSPECTION ***** -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 7/07/05, 12:37:37 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 5 7/07/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 4119 S C ST TRIPLE M PROPERTIES LLC SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9210-0000- 05-00000321 RES MANUFACTURED HOME SUEDIV: PHONE (360) 457-5752 PHONE : (360) 460-3765 ------------------------------------------------------------------------------------------------ PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 5/25/05 JLL 5/26/05 AP BUILDING FOOT /SLAB TIME: 17:00 OS/24/2005 05:02 PM SROBERDS JASON 477-1191 REBAR IN SLAB, WANT TO BE LAST FOR THE DAY. OS/26/2005 10:48 AM JLIERLY ---------------------------- inspection was postponed by builder for 10 am on 5-26-05/jll BUILDING BLOCK AND TIEDOWNS 07/06/2005 05:07 PM DYASUMUR JASON 477-1191 BLBT 01 ~~ -------------------------------------- COMMENTS AND NOTES -----------------------------------___ r- '(I "I4lr~ CITY OF PORTANGELES PUBLIC WORKS - ELECTRICAL DIVISION .121 EAST 5TH STREET. PORT ANGELES. WA 98J()2 Application Number Applic~tion pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000321 Date 216230 4119 S C ST 06-30-09-5-0~9210-0000- RES MANUFACTURED HOME RESIDENTALSF9000 RS9 RESDNTL SINGLE FAMILY 70000 Owner Contractor SWEET DREAMS PROPERTIES LLC 255566 HWY 101 EAST PORT ANGELES (360) 460-3765 Structure Information 000 Other struct info . . TRIPLE M PROPERTIES 25556HWY 101 EAST PORT ANGELES (360) 457-.5752 000 MANUFACTURED HOME TOTAL % LOT COVERAGE EXISTING LOT COVERAGE LOT SWE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE WA 98362 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL BOB'S/ MOBILE HOME 54320 78.70 7/21/05 1/17/06 Plan Chec.k Fee Valuation Qty Unit Charge Per. .00 78.7000 ECH EL-RM-O-200 1ST SRV FEEDER 1.00 78.7000 ECH EL-MANF HOME SERVICE & FEEDER Special Notes and Comments .Building address sign shall not be less than 6": & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Manufactured home must be pit set so that no more than 12" of skirting is visable above grade. 05/12/2005 04:10 PM SROBERDS --------------------------- The proposal will result in the placement of a mfg home in the RS-9 for total lot coverage of 10%. No land use issues are noted. Short Plat utility improvements must be completed prior to issuance of building permit. Electrical load calculations and elctrical permits are required. Connection fee $410.00 required. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 7/21/05 LLC \:) (J\ \ W N ......... WA 98362 10.00 1. 00 12707.00 1232.00 1232.00 .00 o ~ "' ........... ~ Extension .00 78.70 C!l\ ~ ~p ~.'4 ~ . U\ Other Fees -------~----~------------------------------------------------------~--~---- RES OVERHEAD SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Fee summary Charged Credited Paid COMMENTSI ACTION NEEDED 410.00 745.00 4..50 1025.00 Due 1--- I ELECTRICAL PERMIT INSPE~nON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPEC110N TYPE DATE ACCEPTED COMMENTS YES I NO IITI 'H ROUGF-lN I COVER SI-<_K VII 'J.( I I GENERAL COMMENTS: PW.II02.15 (.cI96) - ., BUILDING PERMIT. APPLICATION FOR OFFICIAL USE ONL~ ateRec.:'f -27~a Permit#:~ Date ApproVed:~ Date Issued: www.cityofpa.us Print out form and fiU out COMPLETELY in INK. Your application an plan MUST BE COMPLETE to be accepted for review. Questions? CaU: PERMITS (360) 417-4815 Fax (360) 417-4711 APplicantorAgent:~X:~ LQ\"5 J Phone: ~laa-Y01-Cj,c:,~ Owner: 'b\.1. --ee.-~ D~& ~erne~) LLL Phone: 3\ro-YC?I-C?fCOd.- Address: ~~-c:J\olo \-\u.Jlj' \0\ City: roV-rY\vt<3e1~ \ l uA Zip: C\ ~~tOd-.. Architect/Engineer: Phone: Contractor State License #: Exp: Phone: Y..jJq ~~ city: PROJECT ADDRESS: L ~.. ~:i\ e.'l'\C\J~e:-.~ LEGAL DESCRlPTlON: Lot: ~ Block: CLALLAM COUNTY PARCEL NUMBER: Address: Credit Card Holder Name: ~O~~~tv-D~ ) BUling Address: &t(J?; -'?J\ 0\ 0 \-\1 J.. '\~. \ () \ ity: ~y+ \C\v\l3~ l.e~ ) t ~ Q ~"3lo d.- Credit Card Type VISA MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: )C Residential 0 New Constr. 0 Re-roof 0 Stove /'2.52. SF. @ $ /SF. = $ o Multi-family 0 Addition 0 Move 0 Garage SF. @ $ /SF. = $ o Commercial 0 Remodel 0 Demolition 0 Deck SF. @ $ /SF. = $ o Repair 0 Sign "fl. Other~tureJ:'OTAL VALUATION $ ~D)~ BRIEF DESCRIPTION OF THE PROJECT: <;~\- I r ";e.tl..) W$).!l\ofar.h.v1 it e.- $ d-.3G;l. ~~ ~ n.<;,' ~ ~ h 'Po> (' k -#- L/ Il:;"CfC- T /442'8 COMMERCIALIRESIDENTIAL: Occupancy Group: No. of Stories: 1- Lot size:ld)/Ol <;~ Existing Sq. Ft. () Total lot coverage \ (') APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. V ALUA TION OF CONSTRUCTION: In aU cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinatorat 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: lfno permit is issued within 180 days of the date of application, the application wiD expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI05.3.2 of the International BuildinglResidential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and cOffect. / am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, not the City's, and that I must obtain such permits prior to work. WWW.oityOfp....APPH.....~~D.1e .:d/.d7/ Q~ JSHP'04-04 A'RMsTR'ONG IN, SECTION 9, ~ rOWNSHIP 30 :NO~TH~:~ANGE6,,',:WEST, CITY OF PORT: ANGEfJES' t. i-~-tb.'i ~~,.;.J'.' 'CLALLAM COUNTY. 1 WAsHING Ti.ON T.~ 10'11- .. .~ . . '. -' '. ~~~__ -9, . FOUND 2" BIMSS ~ l.b,v STAJI1IE11. ~A/tIfJD.Es '" ~ 't '"",. ''''~.;.'~ .);;:-. ....1 '-:~::~v:'. .....t:f-:;'. ~i ~T4J~~?~~~~':;.c~~1fi:i " . - :/ . . . $88'24'01"1: tl~ !!!J.OI' :.:.-.-. Jl) t ..'it > ~~ ~Jl) f~ 10 " !'l!il~' 00' '. '. ;0'~ li~_ t =i<H --~=7t. ;... 1,,:1 ,,' ~"~~~ II " ~., i~ "':: :::t!tt~:JIRASS~' . cOUNrr ENGINEERJN(J tw tJEPr. ~ C4ST IN ~ NIl) Ii:! ~; l~ m~i .. I~ ~ J.~i I a C H7S44..f800 . h.' J !') 'l.. .1 :r ~ I 12,707 -.; It. : 1..::6 'II" ~ :~:i:' - I - o.n - " I ~ ~ ~ k. -L_~__ ___ $Br24'OI"1: I ~ i:: II~ .{~~ -r _':'::1---7j;=-=---:-U- ~V\ P r I ~ _.: ~ I J f'l..;: ... J III t.,. ~ I I ': ~ I . . . 12,707 eq. It. l"~ $0' t:: I. ~ S81r~'01 ....:~ L_J___ ~ !SO.CU' ~I ,. -/.. LO~~ ~-~~' UTI' A- 4-a? C $IREET mENSION ...' 17 " UTl'1J- 4- "" C.S11IEU Dr1JHSIDN LDrC- 4121 C'$IREET tJI1ENSION . :",> i:., .~ I \ i' '., O'f' ~ii.. ;~ ?t.~F:"':~ I ~..., 40 20 0 SCME IN Fttr' ! ( 40 If.:.:.t~=a!:~= raca.I '2 or. SHORT ~ MGE ~ . - '. . . . ,.!-. . ... --..... . Ii t..:............::.J, ~'~%~~.,:~%:~~ nr~~:cm: PDf ~'2 ----.~-:'-- DENOTES IJUII.DING SEl'lMCK UNC (PER P.A.IJ.c. 17.11.050). SUf?IR(OR'S CERTIFICATE:' 1HIS IJAP CIOIlIIECrLY.RE1'RESDI1$.A SlIMY CfJNDUCTED g( liE OR lNJER I/Y SUPeMSION IN CONf'ORJ/ANCt: 1IfIH, THE REOfIIREMEN'fS OF THE PORT ANCEI.ES A<<./HQIW. c:ooe; NIl) THE SlIMY 01/ECCRDlHG. N:T, TTTl.E!J6 Il'Cw. 1,'11 i I Iii, I I ,i! II II: 2000t ,11"'17 . = W.M. . .". : .il- f( ~ '.!i"!."; :\~~t~.~'-'" .' ..:, ''-';.,0. ..1;,~~;'~;i . o. _:_.~.::.~~r :.~;'_:c< :"" .:. f!Bf'24'O,"W JOI.70' ,> ; '~t: r.. .~~ UTI' 'f MX. IZ OF SHOIfrJ'UTS. I'd JD 'f: ;:,1. . , L I.. r . Ii': LOT' ~.;, OF SHORT PlATS. - fI(;. 12 .. ". '. . . . ~o . 0 I. .. SUM'Y W4S PERFORMED g( F1EUJ ~ IJDHDDs .IJSIN(J" 1 SECtJND .7rJPOON .r;rs-JIS . IOTA!. STATION AND S1EEL TAPE . .:' '.. ;:, _ . i . z. iDR aUlS OF f/EARIN(; NIl) SECT1fJN. $UlJt)MSION /)\ll\,SfE wx.;;,. ifF ~, tW;E ,IJ, AND lQ.UlIE ;u OF 5VIMl'S. PAGE zz. RECtJRDS OF. ctMlNJ CCUflTY. . ~'o.... 0 :... J. THE BASIS oF> ~ FOR TIIS SlAMY IS Tl-IE WASHINfffON CDtMGN47F SYSlEJI 6RlO, NORTH ZllHt;, J:\II~ __l'mJnIr (lII:S GMll .MSED ON F1EUJ 1lES 10 CONTRCL. , (Hf"") AI#) .",. I/JQDIJWJ . (Hlf-+-IJ AS ~_IY...._ Gf:S&IMl$ fW;E 13. AlL DISTANCEs ARE' JII _ '*" A SICAlE "11<<;,,,,, OF 0......... IlT fiIlt>>#r _ tIlD R1If ~ 4. '/HIS SUMY DtJES.~ f'iJRIIafr 10 SHiiti. rHc Dttsm<< OF Ji.. EAsosns ,., '. ~~~~-fR~'7HAr.I/AY-mrr:r7H/S ';; . ." . -' . . ." '. . ,~.' . 5. 7H/S ~II'AS;~~ io WAC >>z-rJD-D<<J sw.r:Wm F9R. . - WID fKJUNDiPW ~ 1HIS SUM'Y IlI4S NOT. PERITJRI'ED OR t:I:1mfIED ~ lEEf.o iHE CIJ(lRENT, "IIIN1J/u/l,. STANlW<<J REQUIREJJEN1S OR ~ STANDtlRIJiS".' FOR ;." ALT.I,IACSAi u,ND TTTl.E,SvIM:Ys.' . . AUDfTOR'S CERTIFICATE , F1LEIJ. fOR Rf1X)RD 1HIS q !MY- OF. 0 Dee.. ' , 20tH. AT.!Li..-,1L1J.. IN BtJDI( .3:: OF SHOIfr~TS. ON NGE..:.mD-AT THE REOUESr OF KENNEfH A. CIAIlIC. ~ ~-'/:1~ N.T.S. o~ t(3ON-8W) ( .::---" ~;'~~r~',! ~':~." -,., ---- -~~;;;l!1tf;t~':-": ;':-;;",~~;':;<?:. .;i,l'F)it.:-<,,,;,~, ':f:~'j,;./.'. '.' ..... .'l~~{''f.,i. t 40 .~...... 20 '.' 0 SCAI..E IN FEET . \-.. '. .~.' : ~~4 .01 '!" ."01. ''':':'. . ~. . ':::. \ fu ,,:~ " t: f_ . I) .- .. ~_ .:n .~. ~" f~ :~~ .- ~'. -<.,1':. j.:::. I ~ 50' ::::. 0." .:.:.:.: \" . !'I .... - (:.:.: '~o" . ~.... ~ (I) .. '. -. 0.(. <::it: \'\f:: ."\. . ~a_ t.... --,-- ~".24tJ,.'i,.; . , . .~ . ~ - ~ ~ .....{l~0fl.' __ ..... . .~ f:'~ . - .- -' --r--', ~ :.~.. .. , l' l:'" . fa 1);)..~Sr- ,: LOT 8~ . ., K '. f" ~ r ai" .. L.J '. ': ~ N M G-nuftuitreJ 12.707 sq. ft. , ~ ~ _ '1 ~ 350.29 tIC,... ,~. N ' ...... :.... _, ClO tIll' ~ _ ttl ":::. ~S' 1 T"t -::-,fp I - ~ '.f::::::: ---L. ~___~_ ~2~1'l": ' (f) . "::::::'. ~2J~~----~ ~ t:: r - ----t.Z5.:..OC . . ~ fj:. " -------, r.:~..' I , rnt) I ~ lit .:~ ~ I .. LOT C I ~. [: 0 '..12.707 .q. ft. , ". SO. . E.~ . I - . co 0.29' acfW I ~ ~. L' J 25. I ~ . - ~--~i7S:OO'--":'--- . SBr2.4'Ot"E' ~24 .oraw 306~ 70. t~':; "t.\.,..; ;~i~": :~J . I:-~(" .:. ~.~ . -. ..'::t ...... LOT 1 ~ 12 OF SHORT PLATS. !'G. ~ I.'\; - :~, . !'-..- : ,;. . ; ,:':':. ; ".f ...;~. : ....~~ . $lW:24-';, ~ . 297.15. . ~ .: . S-24.01 .. - 50.04' -' f . :;,~ -t-b NO '.$3'4:~ -/ I . 10.01. ~ 118.$8' SEE DETAJ SBtr24 '0, "E: . FOUND ; NSG06'37"W, J.63' ,s, , . . : SBtr24 'O'~; 2..J3~ , I ~_" . LOT 1 . . . . .~ 8 OF SHORT PlATS. !'G. 12 . ..;' . J .. .' ..' "l -~f~ ~.. ,.... .. ..~... . ~. ~~.;-"'., t rHtsSuRVEY:WAS PERFORUED BY F1ELD 7RA\9SC UE:THODS USING A 1 sa: T()PCON GTS.7J13 , TOTAL STATION AND' STEEL' TAPE. . 2. FOR BAS/$ OF ,BEARiNG AND SEcTKJN SUBDMS/ON Q4~.SEE' ~ 39 OF ~ . . PAGE SJ. AND VOLUUE 34 OF.~ PM;C 22, RECORDS OF ~ I ~UQ "'~~~-. ':"" ,'.-. ',.'::','r':..:]-. '-~'. ~!.;, . .' 3. THE BASIS OF'8EA(lIik;.FDR THI$:SURiIEr IS,. THE:-wA.sHiNt;roN ~T!:~ ~pr 21 05 12:24p p.2 Golden Homes;':,',:ln\, / Sequim, WA (360) 681-7559 ..., Base Price >~, lois~'ay Model # 6 $55,660 J ',," ," :{-it ,,' ~:~ ~!fi. :1: .~,r ~:.:: ::; }:~; --.""/ r W4$H1 y ....FE1 UTI BEDROOt.l I KlTCHEJIillIN No.2 1r . 10' 8 @ --- -- '* r ~ "i' F... .... CJ;fH:CI}.l ll-Ru.CUI IMSTEIl BEDROOM lMtiG ROON No.1 BEDROOM 14' tg' No.3 11' ,:~. ~",', ::;:: ..; ~-;, ~.~: . ~ ~~: 4159CT/4428 JBEDR.OOM . 2BA THS . CATHEDRAL THRU.oUT (1 ,18a SO.FT.) - ..-. -. -- - -'-..-_ __._u ,;:.: " j iJ p: ::f. ~1; I..~ W m m. fir l)~~ H~ :;:: ::!: Three Bedroom Two Baths Kensington Park PLAN 4159 1188 Sq. Ft. 28 x 44 [his Dis la Model Has The Folfowin "Super Good Cents "Recessed Entry "Cherry Stained Oak "Ceramic Tile Backsplash TIO "Painted Desert Carpet Upgrade "'9 lite rear door o tions Not Included In The Base Price~ '~Lever door handles "'6 panel wardrobe doors *T extured tile backsplash '" Solatube in hall bath .,. 6 panel passage doors ..l .... ~1'; ~ ,.. ", " Price As Shown Including Options $59,070 _'d .... ........ ... '~.~......_._.,-P.........__~ ..._..---.---.--......--.~.._;o..__............._ ~ ... _r.. ,_ '~"___~r_._...... '_'_'___.__._ .... ...... _ . ....._. _,_ .... _._ ". APR-27-2005 12 29 PM ZENOVIC & ASSOCIATES 360 417 0514 April 27, 2005 City of Port Angeles Building Department 321 East 5th Street . Port Angeles, WA 98362 SUBJECT: Lot 2, Armstrong Short Plat. South C Street, Port Angeles. Washington Foundation System Requlremente for Mobile Home 519 South P~;lhody Street, Sidle 22 POrt Angeb.Washington 98J62 (360) 417-050 I Fax 0(0) 417-0.514 E-mail: zenovic@loJympus.nec Dear Building Department: Lot 2 noted above, contains several feet of fill over native salls. The foundation system for this mobile home will consist of typleal2 feet wide cenerate runners at each end:and at approximately 8' o.c. running perpendicular to the long dimension of the mobile home. On top of these runners a 6" deep reinforced concrete slab will be placed. This slab will be constructed to the actual dimensions of the mobile home. To allow Installation of this foundation system that following procedure shall be followed: 1. At each Transverse strip footings loeatlon, the fill shall be removed for a width of 2 feet to match the width of proposed concrete strip footing. Once the fill' material has been removed the excavation shall be backfilled with C.D.F. (controlled density fill). At completion of the subgrade excavation this office shall inspect to verify that the C.D.F. backfill will be placed on native solis prior to placement of the C.D.F. backfill 2. The two feet wide concrete strip footings shall be placed on the C.D.F. The reinforcing of these strip footings shall be as required by others for the mobile home foundation. . . 3. Once the strip footings have been placed, a 6" thick concrete slab shall be placed to match the foot print of the mobile home. This slab shall have two #4 reinforcing bars running longitudinal at the mating line of the mobile home. These reinforcing bars shall be set 12 inches apart. The remainder of the slab shall have a reinforcing grid of #4 reinforcing bars at 16" o.c.e.W. There shall also be a #4 reinforcing bar around the entire perimeter of the slab approximately 3~ in from the edge of the slab. All splices In reinforcing shall be a minimum of 24". This floating slab will provide adequate support of the perimeter block foundation and any bearing points at the mating line of the home. This slab will be placed approximately 12 Inches below the surrounding grade to provide for a pit set for the mobile home. I APR-27-2005 12:30 PM ZENOVIC & ASSOCIATES 360 417 0514 P.02 Page 2 Mobile Home Foundation April 27, 2005 Please note that this plan does not address tie down requirements of the mobile home. The.2 foot strip footings shall be reinforced 8S required by the Mobile Home manufacturer or per City of Pori Angeles requirements to meet the requirements for the tie down system. The a" slab shall not be used for thetia down system without 8 design by this omce. Please call me if you have any further questions on this matter. Sincerely, ) J I -ZC~,~ Fe: IN 04328 Cc: Sweet Dream Properties 255566 Highway 101 Port Angeles, WA 98362 (via fax #457-5753) FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING ~llE NOTES: 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavilion wall and door/window opening. 3) See table 3A for required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300 Ibs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. ctTY OF PORT ANGELES - Construction Plans The Issuance of this permit based upon these pla~s. spe,ci~i- cations and other data shall not prevent the bUlldmg .0lflcl~1 from fhereafter requiring the correction 01 errors In ~Id pli:~s, specifications and othe~ data, or lrom preventl~g building oper~tions being carried on thereu~d:r .wh,en. 10 vioiation of all codes and ordinances of thiS )Unsdlctlon. t Pier required at locations marked with an arrow, l ,., ~M" 11.:<. n. ""OM I'~,.je.) FOOTING SIZES \="'lVO' -, S1 ~ ~ Anr\",v~1 Date l I:) ~ . FOOTING SIZES (IN X IN) OR EQUAL AREAS (SQ. IN.) ALLOWABLE SOIL BEARING VALUE REQUIRED 1 000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF PIER REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL LOAD AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES CAPACITY (SQ,IN) (IN.xIN.) (SQ. IN) (IN.xIN.) (SQ. IN) (IN.xIN.) (SQ. IN) (IN.xIN.) (SQ. IN) (IN.xIN.) (SQ. IN) (IN.xIN.) (POUNDS) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 2500 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3000 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 3500 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4000 648 26x26 432 20x22 324 18x20 216 12x20 144 12x20 144 12x20 4500 720 26x28 480 22x22 360 18x20 240 12x20 162 12x20 144 12x20 5000 792 28x30 528 22x24 396 20x20 264 14x20 180 12x20 144 12x20 5500 864 30x30 576 24x24 432 20x22 288 16x20 198 12x20 144 12x20 6000 936 30x32 624 24x26 468 22x22 312 16x20 216 12x20 156 12x20 6500 1008 32x32 672 26x26 504 22x24 336 18x20 234 12x20 168 12x20 7000 1080 32x34 720 26x28 540 24x24 360 18x20 252 14x20 180 12x20 7500 1152 34x34 768 28x28 576 24x24 384 20x20 270 14x20 192 12x20 8000 1224 34x36 816 28x30 612 24x26 408 20x22 288 16x20 204 12x20 8500 1296 36x36 864 30x30 648 26x26 432 20x22 306 16x20 216 12x20 9000 1368 36x38 912 30x32 684 26x28 456 22x22 324 18x20 228 12x20 19n5nOnOn 1440 38x38 960 30x32 720 26x28 480 22x22 360 18x20 240 12x20 TABLE 4 TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) SIZE 1 000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"x16" 1780 2665 3555 5335 7110 10665 18"x18" 2250 3375 4500 6750 9000 13500 24"x24" 4000 6000 8000 12000 16000 24000 16"x32" 3555 5335 7110 10665 14220 21335 32"x32" 7110 10665 14220 21335 - - 12" Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 10600 24" Round 3140 4710 6280 9425 12565 18850 36" Round 7070 1 0600 14135 21205 - - 16 '~~ .;;:'~ . PIER Minimum Footing Thickness DESCRIPTION 4" 6" 8" 12" '0 >- Single Concrete 30"x30" square 40"x40" square - - (/):':. Block 36" round - - - LLU (/)~ Double Concrete 38"x38" square 48"x48" square a..rn - - .0 Block 44" round - - - Xo> rne Single or Double 34"x34" square 45"x45" square E.- - - ..... Steel Pier 40" round orn - - - 00) om Quad steel Pier 46"x46" square r- - - - '0$ Single Concrete 22"x22" square 30"x30" square 38"x38" square - (/).- Block 28" round 38"round 48" round - u xrn Double Concrete rnQ. 30"x30" square 38"x38" square 46"x46" square Ern Block 36"round 46"round - LLO - - (/)0> Single or Double 26"x26" square 34"x34" square 42"x42" s'quare a...~ - ..... Steel Pier 32" round 42" round orn - - 00) om Quad steel Pier 38"x38" square 46"x46" square C\I - - 44" round '0 >- Single Concrete 20"x20" square 26"x26" square 32"x32" square 46"x46" square (/):':. Block 24" round 32"round 40" round - LLU (/)~ Double Concrete 28"x28" square 34"x34" square 40"x40" square - a..rn Block 32" round 40" round 48" round .0 - ~O> Single or Double 24"x24" square 30"x30" square 36"x36" square E.~ - ..... Steel Pier 28" round 36" round 44"round orn - 00) om Quad steel Pier 36"x36" square 42"x42" square 48"x48" square C') - 40" round 48" round Single Concrete 16"x16" square 20"x20" square 26"x26" square 34"x34" square -0 >- Block 20" round 24" round 30" round 42" round (/):':. ><~ Double Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square rnQ. Block 28" round 34" round 40"round Ern - LLO Single or Double 20"x20" square 24"x24" square 30"x30" square 39"x39" square (/)0> a..-E Steel Pier 24" round 30" round 34" round 46" round orn 00) Quad steel Pier 32"x32" square 36"x36" square 42"x42" square 48"x48" square om <0 36"round 42"round 48" round - TABLE 4B MAXIMUM FOOTING SIZE PER FOOTING THICKNESS Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 17. ;~;}#,< )'~.~.'-' TIE-DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 88") WIND ZONE I ONLY TABLE 5B Straps and anchors to be installed 6' -0" o.c. maximum. 99.5" 14 n~.___"'~' H .__.\I(.._____..~._.-- TYPICAL SINGLE-WIDE 99.5", except 24' wides may be 99.5", \.. 82" or 75.5" ~I Straps and anchors to be installed 12'-0" o.c. maximum. 8'-0" o.c. maximum for units with 5/12 roof pitch H nlk... A TYPICAL DOUBLE-WIDE NOMINAL UNIT WIDTH . Doublewides with Singlewides Doublewides 5/12 Roof Pitch 14' 16' 24' 28' 32' 28' 32' Strap Angle, A Min. 8 8 9.1 12.1 15.7 13.7 7.5 (degrees) Max. 69.9 63.9 39.9 34.6 32.2 34.6 32.2 Pier Height, H Min. 12 12 18 28 40 29 19 (degrees) Max. 88 88 88 88 88 88 88 Notes: 1) Straps and anchors to be rated for 3150 Ibs. of working stress min. 2) See page 25 for strap material specification, connection to I-Beam and all other setup information. 3) See page 12 for required pier construction. 't;t 29 1---- TIE-DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS TA8LE 68 "."......." _....' x.. '1 T. Ll:; '~.~ ...' <'~~ .......... G_ #. _..~, " STr:" .-''''. ~ ~ w .,' <j,..G.\ "'Ii~", ~ ":.. ~ ") ,,' ~ ~ ... ',,", ~ : I ~ \ ~ i · f 19600312 i * : ; \ ~.5.o') ; : ,~ \ STATEOF :~! ~ -.-;.. . /A. ",,-' lit ~ l..'A...:rDI ~. ~ ..,.. (-& ....... "'## :s~ '1'" ~ Alternate Tiedown Strap location. Wind Zone II or III only. Factory installed sidewall strap. Not required at Wind Zone I. Alternate Strap angle (A). Standard Strap angle (A). ___>l.<_._______\V-______ / Ground anchor (typical). -_....._---~--- ~__--'k__ Straps and Anchors to be spaced 12'-0" o.c. max. at Wind Zone I. 8' -0" o.c. max. on 5/12 roof pitch units @ Wind Zone I. 5'-4" o.c. max. at Wind Zone II. 4' -0" o.c. max. at Wind Zone III. Factory installed sidewall strap. Not required at Wind Zone I. Alternate Tiedown Strap location. Wind Zone II or III only. Ground anchor (typical). Standard Tiedown Strap location Standard Strap angle (A). .. TYPICAL SINGLEWIDE 28' Doublewides 32' Doublewides 14' Singlewides 16' Singlewides 28' Doublewides 32' Doublewides with 5/12 roof pitch with 5/12 roof pitch H(Max.) 32" 44.5" 36" 49.5" 23.5" 27.5" Wind H (Min.\ 12" 14" 12" 12" 12" 12" Zone I A (Max.) 45.0 dearees 46.0 dearees 50.0 degrees 51.0 deqrees 38 degrees 34.5 degrees A (Max. 19.0 deqrees 18.0 dearees 7.0 degrees 10.0 dearees 9 deqrees 6 deqrees H (Max. 28" 37" 25" 35" - - Wind H(Min.) 13" 17.5" 12" 12" - - Zone II A (Max.\ 41.0 degrees 40.5 degrees 41.5 degrees 41.0 degrees - - A (Max. 22.0 degrees 22.0 degrees 23.0 deqrees 16.6 degrees - - H (Max.\ 33" 44" 29" 41" - - Wind H (Min.) 12" 15.5" 12" 12" - - Zone III A (Max.) 45.7 deqrees 45.5 dearees 45.8 degrees 45.5 deqrees - - A (Max.) 20.4 deqrees 19.7 dearees 23.0 degrees 16.6 dearees - - STANDARD TIE-DOWN STRAP LOCATIONS 28' Doublewides 32' Doublewides 14' Singlewides 16' Singlewides 28' Doublewides 32' Doublewides with 5/12 roof pitch with 5/12 roof pitch H (Max. 48" 48" 48" 48" - - Wind H(Min.\ 12" 12" 12" 12" - - Zone II A (Max. 20.0 degrees 18.6 degrees 20.6 degrees 19.0 degrees - - A (Max. 5.2 deqrees 4.8 degrees 5.4 degrees 4.9 degrees - - H (Max. 48" 48" 48" 48" - - Wind H(Min.) 12" 12" 12" 12" - - Zone III A (Max.) 20.0 dearees 18.6 deqrees 20.6 degrees 19.0 decrees - - A (Max. 5.2 decrees 4.8 deqrees 5.4 degrees 4.9 deqrees - - ALTERNATE TIE-DOWN STRAP LOCATIONS NOTES: 11 Straps and anchors to be rated for 3150 Ibs. of working stress (min.)~ 2 See page 25 for strap mate. rial specification, connection to I-Beam and other setup information. 3 Main I-Beam spacing to be 99.5" min. on all units. 4 Not available on 5/12 roof pitch units at Wind Zone II or III. ~? 1;.i t;~ ;r~:q 1:(' ./~~~------------~ ,-1--------------7 .L - --- - -------Fs;;-;;~~ ,______________1_7 !"'/-F'iAM---u - --- ~9 by-l----------7z:1 TYPICAL SINGLE-WIDE I-BEAM L-f!BEAM---------;". ,,-1----------7 ./..----------7i~BEAM ;". _,,____________L_7 TYPICAL DOUBLE-WIDE TAG UNIT GROUND ANCHOR / - FRONT OR REAR CROSS MEMBER LL{'i=-SEAM ---------~ ,_2___________7 .L---------~~BEAM :>.. 1 -"i;;---------~-----;.. LZ'-8EAMI---------:~ ~:;--1----------7 TYPICAL TRIPLE-WIDE TYPICAL DOUBLE-WIDE TOP VIEW \ I LONGITUDINAL TIEDOWNS--..... GROUND ANCHOR '- CABLE-FRAME TIE-DOWN CONNECTION SIDE VIEW NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX. VERTICAL ANGLE 46 35 18 NA 42 37 32 13 35 28 19 NA 23 42 MAX. HORIZONTAL ANGLE 20 20 20 NA 20 20 20 20 20 20 20 NA 20 20 2 TIE-DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX. VERTICAL ANGLE 32 NA NA NA 27 17 NA NA 11 NA NA NA NA 27 MAX. HORIZONTAL ANGLE 20 20 NA NA 20 20 20 NA 20 NA NA NA NA 45 2 TIE-DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III l ! NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32'. 24' 26' 28' 32' TRIPLE- TAG UNITS MAX. VERTICAL ANGLE 62 57 51 45 61 58 56 50 57 54 51 43 52 NA MAX. HORIZONTAL ANGLE 45 45 45 45 45 45 45 45 45 45 45 45 45 NA 4 TIE-DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) . SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX. VERTICAL ANGLE 56 49 41 31 54 51 47 39 49 45 41 28 42 NA MAX. HORIZONTAL ANGLE 45 45 45 45 45 45 45 45 45 45 45 45 45 NA 4 TIE-DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOTES: 1) Longitudinal Tiedowns are in addition to diagonal tiedowns along the main rails. 2) Ground anchors, straps & cables (including eyebolt, nut, etc.) shall be capable of resisting an ultimate load of 4725Ibs. (3150 Ibs. design) min. Install ground anchor in accordance with ground anchor manufacturer's installation instructions. See note 2 page 29. 3) Anchorage system subject to local inspection at the time of installation. 4) Other methods approved by local building authorities may be used. 5) Longitudinal tiedowns are not required at wind zone I. 6) If a doublewide unit has a roof pitch exceeding 3/12 (Le. 4/12) then use 5/12 roof pitch requirements. . . . I . j.. The City of Port Angeles Building Division. Upon reviewing your application and plans submitted for a Manufactured Home, the following are some of the items that will need to be taken in to consideration. Property. Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. Manufactured homes. "Wains" installer tags must be on unit and appropriate box checked for each item completed. Manufactured home foundation design shall be included with the application. Foundations are required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie down inspection is required Wood framed skirting, framing shall be 2"x 6" treated wood with Yz" anchor bolts w/ 3"x 3"x 114" washer at 6'-0" OC and within 12" of P.T. sill ends. Stud pacing shall be 16" OC. 15/32" min thickness structural grade treated plywood 30 PCF equivalent-fluid weight soil pressure horizontal (max unbalanced back fill at 18" in height). Face grain across studs. Skirting, foundation crawl space and ventilation are required per WAC 296-150M-0610 (1) (d) section 1 through 3. 1. Skirting must be made of approved material by the building division. Metal fasteners must be of hot dip zinc-galv. / stainless steel or other corrosive resistant materials. Ferrous metal members in contact with earth, except those made of galvanized or stainless steel, must be coated with asphaltic emulsion. Skirting must not trap water between the skirting and siding or trim. All skirting must be recessed behind the siding or trim. 2. The ventilation required is one (1) sf. Per 150 sf. of crawl space. 3. Access to under floor area to be a min. 18"x 24" and positioned so that all areas under manufactured home are available for inspection. Access opening must be covered and that cover must be made of metal, pressure treated wood or vinyl. Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the foundation. Footing/downspout drains (if required) to be directed to a drywell or other approved locations. An inspection of the water, sewer, electrical, footing and down spout drains is required before backfill is allowed. (NO EXCEPTIONS) If outside of (4) minute response area a sprinkler system or an exterior bell tied into the smoke detector, approved by the Fire department. A final inspection is required to be approved before occupancy can occur. ;IlE .'.'.'.';urr:,i.., .,. ,... " ~ _,~:, 0: " ..!::~ r----- I - The City of Port Angeles Building Division. Upon reviewing your application and plans submitted for a Manufactured Home, the following are some of the items that will need to be taken in to consideration. Property . Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. Manufactured homes. "Wains" installer tags must be on unit and appropriate box checked for each item completed. Manufactured home foundation design shall be included with the application. Foundations are required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie down inspection is required Wood framed skirting, framing shall be 2"x 6" treated wood with Yz" anchor bolts w/ 3"x 3"x 1/4" washer at 6'-0" DC and within 12" of P.T. sill ends. Stud pacing shall be 16" DC. 15/32" min thickness structural grade treated plywood 30 PCF equivalent-fluid weight soil pressure horizontal (max unbalanced back fill at 18" in height). Face grain across studs. Skirting, foundation crawl space and ventilation are required per WAC 296-150M-0610 (1) (d) section 1 through 3. 1. Skirting must be made of approved material by the building division. Metal fasteners must be of hot dip zinc-galv. / stainless steel or other corrosive resistant materials. Ferrous metal members in contact with earth, except those made of galvanized or stainless steel, must be coated with asphaltic emulsion. Skirting must not trap water between the skirting and siding or trim. All skirting must be recessed behind the siding or trim. 2. The ventilation required is one (1) sf. Per 150 sf. of crawl space. 3. Access to under floor area to be a min. 18"x 24" and positioned so that all areas nnder manufactured home are available for inspection. Access opening must be covered and that cover must be made of metal, pressure treated wood or vinyl. Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the foundation. Footing/downspout drains (if required) to be directed to a drywell or other approved locations. An inspection of the water, sewer, electrical, footing and down spout drains is required before backfill is allowed. (NO EXCEPTIONS) If outside of (4) minute response area a sprinkler system or an exterior bell tied into the smoke detector, approved by the Fire department. A final inspection is required to be approved before occupancy can occur. Garages. A continuous footing is required around the perimeter of the load bearing walls, although some manufactured homes are designed to accommodate a garage. The garage must be designed as though it is independent from the manufactured home. Sill and bottom plate anchor requirements for seismic zone D2. As per the 2003 IRC. Garages detached and attached to a manufactured homes, require standard wall bracing methods to be met, If they cannot be met, then refer to "Alternate Braced wall panel" Section of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL, ALTERNATE BRACED WALL PANEL" design under 2'-8" in width. This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD APPROVAL" 1/05 '''>)' zL~' _':E;]' 06~. )( Electrical Contractor a AnnU31 Permit 0 Alarm ~ o Owner ~ Q Caruival CJ Comlnerd:tI Q ResideDtlal 0 Residential Maint. t;J Signs 0 Thermostat [J Telecom. ELECTRICAL WORK PERMIT APPLICATION CJ Request Inspection Job ",ired by o Electrical Contnictoc DOwner In:aal1a.tion description ~t1.1- ~... 4~ 'ca.! con "\ "" Pu1'tbascr's mailing adp: ,.tkJ.4.1!f 1. u f1, k TCJ;J~e' ~ -- .;5. p'.p;l~era;~~ Ad css of inspecllo. J .e.J/ If' .s c. City no~ :'! FAX number z. I hereby certify that I am the: owner of the above named property 01' a licensed electrical contractor (or the firm's authori1;ed agent) and am making the electrical installation or alteration in compllilnce with the ele<:lrical Jaw, Chapter 19.28 RCW. o Cash 0 Check # @,edit Card VIsa Card # Mastercard Discover c cJ \ x EKpiration Date of card v- (\. ....... WALLS Insulation Only D'Itc AlIPl'O\llld By Cl)ver D:;I,lo ^pprovlld liiIy \. r CEILING Insulation Only O;J,(C App<<I\lc:d By Cover Dele AllPI'I)"'e() By \. TIIERMOSTAT Dale AJlI"VVe4 fly DlTt:J \ 7.~:~ :,~l, 7-;a:;"f2ud, OllIe ApprOved B'y 722_;;J1~u1 0:110 Approvrcl B~ Electrical Load Additions and or subtractions CJ NO LOAD CHANGES a Baseboard _ KW CJ Fumaee _ KW o Heat Pump _ Ton _ LAA .'EtFen-Wan if:!.. KW Service Information a Overhead Service a Temp Service ,2i Underground Service Voltage Phase IJ 1 IJ 3 Service Slz9: _ Feeder Size: Inspection Area, Building or Equipment Inspected /J J! Action Taken Electric,,) Date Inspector 71t~ 1/)';; l/'ln, ,d~_, h) .:/I ~/tJ ~ )f,J I / v ~ 7~? J/) <;- V- / / 1d Wd8~:c1 S00C c1 'In[ ~l766 CSl7 09~ 1 'ON XIJ.:J 01-'+0'313 S,HOH WO<l.:J J ,~~ ,f, .\.\.,; CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . . . REQUEST: Date 11Z1~ I~Time Received by (phone, person) Location of Work to be inspected ~ ~ ~ I 7.:>T- ;::-1-" Name of person requesting inspection t./ .S; f-U ~l ()r <e<<.J'V1 S P;<:,oo~r/.)c'" Address of person requesting inspection / Phone No.4~/'-: I h 7 7 Type of Inspection (circle appropriate onel: Permit No. 0 S; - 3';{ \ Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other --ro Itl 72 C/"j -M.jAJ, 'h:> {! tU/ ~ ~ ~ INSPECTION NOTES: 1:/~ N ~ ~()tJ!..A ~ / J!:!l. Inspected: Date ~~-O.5' Time By )2'V Remarks: S rYrtl/n /h7.pr~Pt?tn~ ",,-: v 51 e>< T q ~ ' ~~~,:,~~i~:5~~~C-"-~:~1- hd-"~~,~",,k - RESTORATION REQUiRED...... YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC o Other o Repaired by City [] Repaired by Permittee [] No Damage Found Work Order # [] COMPLETE [] INCOMPLETE IContinue on reverse side if necessary) STREET SUPERINTENDENT (DATE) :~~~~ i!Q<:>x1e r.AcQi.~~x_~~ ':g::J;treet!::xt Road ImprovmentlStorm From: Start: Due: Subject: ~ge I Doxie McGinlex 8/16/05 8/16/05 "C" Street Ex!. Road ImprovmentlStorm RJ Services 1 Sweet Dreams Properties g- IS' ~-/b r.~-L-e"'- CLlUrL h-o~,<,. "'O~;(. c...1'LM..> ,-,-,,,,-~,,,,-,s;~'" fA"') Sf-LE2.A-jOfivl'-""" ::I"Y\5pE<:.kJ P"'v:^j_ PA"';'! ApP-""'''' \-.:, 'J~ a:s pk.v "-"",",,",,,1. L DiJ", 'J.. e"'ll \;'c...-- c.l.,! i"s.pu~i..v,,- pr:,,~ -k PA"'l :L LAn "'101"",- -k t.Jq,."c... ,'~ r,L,~<J:. 01-- &.:< "''e,v iAJ '<A.'€.- u.~'-ed, 3, ,^^A 1-1--<0 W (.1cv;h, 8,,,,-se. '--/ "-lo-i--S-e<<..\ed. ~-Il - No,-,",ot.k. '6-1'7 NOvJ,~k '1s'-.;l~ - ,v(Jwc--,,' ~':2 r." - P A--t l, - D; \-c.-~ ) ool::~ <::..0...... ?l- k 1~ N '!Udher, .st.lf - S-/.orH-t 0 t"-4''l -c. iN prc-v....J ~ C.O 1 v..r ~.v J. +Ict'-c. k: II _ l~el<:.. c.....'-I'l~h; OU~