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Home My WebLink About4121 C St - Building 'f) ~~ ," CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 51H STREET, PORT ANGELES, W A 98362 Application Number pin number property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name property Use Property Zoning . . . Application valuation 04-00000873 Date 10/12/04 .692536 4121 S C ST 06-30-09-5-0-9080-0000- RES MANUFACTURED HOME ., RS9 RESDNTL SINGLE FAMILY 35000 OWner Contractor SWEET DREAMS PROPERTIES LLC 255566 HWY 101 EAST PORT ANGELES (360) 460-3765 Structure Information Construction Type Occupancy Type Other struct info OWNER WA 98362 ~1 1296SF MANUFACTURED HOME TYPE V NON-RATED SINGLE FAM. & CONGREGATES TOTAL % LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 10.10 1.00 12717.25 1296.00 1296.00 1.00 ---,------------------------------------------------------------------------ permi t . . . . BL MANUFACTURED HOME Additional desc 1296SF USED MFH MODULINB Permit Fee 230.00 Plan Check Fee Issue Date 10/12/04 Valuation Expiration Date 4/11/05 " .00 35000 ~- ~. <{ c--- -I:. - f'J - V' Q (? \f) i BASEFEB Extension 230.00 Qty Unit Charge Per ---------------------~-------------~--------~-------------~----------------- 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. The legal and address are incorrect. The legal is Lot 2 of SHP 04-04 and the address is 4119 if drawing is correct. Setbacks and lot coverage are good. No other land use issues are noted. . Electrical load calculations and elctrical permits are. required. . Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ---------------------------------------------------------------------------- Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 ~ Separate Permits are required for electrical work, SEPA,.ShoreUne;ESA, utilities, private and public improvements. This permit becomes null and vc:jid If work or construction authorized Is not commenced within 180 days, if construction or work Is suspended9l abandoned for a period.of 180 days after the work as commenced, or if required Inspections have not been requested within 180daYSfn>mthe last Inspection. I hereby certify that I have read and eXamined this application. and know the same to be true and correct. All prov~~ions of laws and ordh,ances governing this type of work will be complied with whether specified hereIn or not. . The granting ofa pern'ilt ~es not presume to give authority to violate or cancel the provisions of any.state or local law regulating construction or the performance of construction. ~ Date .{112. '-1 '2-~ Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.IS [1111412003) rr -~ I I .' "~~;'!-:~~~'~'^';-;'~;~';:$'~<"I:~p,;~r.:;.;~?6:::,: "~'''':>):~-''.-?:'-'' , . -'~:-fi-~~;",'-;,':: ?",_,:"'<~,.','i'F!' i':~;'; /(>'- ," 7-::}'":'i_:"'''_:1'</~'':r<;--PY': ',-;,-:"" 'X~!!'__:":>i~jJO_:~::>::-~,~:"~::~h~;~:\~',~;:~~'~'1?~~;--'\-:-- .',' :~':-~;l'-: :~4r~:!:.y{i")~-:;t.;1~:."; "'1 J BUlliDING PERMIT INSPECTION RECORD . ,". '- . , ~. ... ,: '... . f" "'. CALL 417-4815 FOR BUILlJING INSPECTIONS. C#L417-4735 F,6ItIELECfRICALIN'SPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNL4WFULTO COvER, INSUl.ATEOR CONcEAL ANY WORK BEFORE . ". .' .....- .' . -',' ".... ..--'-.,.... '_c.- - ,'.:J:,,-, ""c' ,....>..,.-.- :',' ,<-- -', ,:', -,- .,' , .. :_""...~.~..."._~:~.-,,.;..;..J._:,~.:.>_. ,:, . ":.-".t::.i:'.-;:',";C:~'~":;>:..,.,,1"-_:'." ...'..;..'...'..... .~', ..... :._' "",' :>" ." ...:. . ..... .... ." '. -: '.' _" ; INSPECTED AJl{D Ac::c:~P1,'Ep"'.}>>.()STPE~T IN A CO~~P:.gUQt1SX;OCATlON.> ........ ... .......... ..... KEEP PERMITCARD'ANDAPPROVED PLANS;ATJOB SlTE '.. INSPECTION TYPE DATE I A<<;:<:~D' ~. .. I YES, .)1'10 '0 ......CO~MENTS . . FOUrmATlQN: FOOTINGS . WALLS FOUNDATION ELECtRltAi' ROUGH.IN PLUMBING UNDER FLOOR 1 SLAB . I . i i , . ! , ,. I ". . .. DRAlNAGEIDOWN SPO:ti:i'S"), ... .. . .. . (UGHT DEPlJ sEPARA1E PBRMrr:." '.. .. l., . " , . ..... . , .. .' , . .. ...... . . . .. .. .... .. . , . . . .,.. .. .. ROUGH.IN . WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR S}W..', WALLS CEILING FRAMING ... 10ISTSl GIRDERS SHEAR WALuHOLD DOWNS WALLS 1 ROOF ICEILING DRYwALL (~ORBRACEDPANELONtY) T-BAR .. . . . . . . . .. INSULATION SLAB. WALL 1 FLOOR 1 CEILING MECHANICAL . HEATPlJMP GAS LINE WOOD SToVE/PELLET 1 CHJMNEy . HooDlouC::ll'S .. . I I I I I , . . .. . . . . '. . /.: .' I PW UTILITJE,Sl SITE WORK .. (Engineering Division) SEPARATE. PERMIT #'s: W ATEiu;lNE/~TER ... . ,. SEy(,ER GONNECT1ON SANITARY . . . '. ... , PLANNING DEPr. SEPARA:rEPERMn'#.... STORM . . . SEPAl PARKINGlLIGIll1NG LANDSCAPING . ,. ,'" '.. Y.:... . ,.......'. , ELECTRICAL- UGHTDEPT', . RESIDENTIAL .... " ... '. ESA: h" ... ... .~~:.. .. .... .~~)N~~~19.N~J,mQUlRED PRIOR TO OC<:'l!P~<;y'Ii:tSl:;Jr ,i' , "'.' . ... ..... .... ....... .D~Il YES NO "'"'):;p~Cw:.' .DAti.}>,ACCEriED. .,ii.;~,.,tc..'.' .... ,..,.1' .~"'. 0:.1'10'. '417.4735' ELECTRlcAL ,.; . LiGH1'DEP'r .. ..... ....... ...'. CONSTRUCTION ~R.\v. t . ....... PW/~ ........ .. I 417-4807 417-4653 '.:i.i. . ... .... . 417;4750 . ..... . . . . CONSTRUCTION R. W.I PWI ENGINEERING FIRE PLANNING DEPT. Burl.DiNG ....... . . . ~DEPT""'.'.h". PLANNINGDm. i . . . .,";. ' '.. ....~.',. ." .4t 748r5'; ... .. "BuILDING' '.."-,..,..;.. T.\P~ORMS\I 102.15 [J 1/14I2003J /.'. .' ':~"'_.' _....'/.., . ',t-;.:....:s~-L;;'>"'}~f ,- .'~"- ,~:~~_'"~-~.~3f1~4k-~~~~~~.~,>,' -g ~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DMSION 321 EAST STH STREET, PORT ANGELES, W A 98362 Application Number pin number . Grand Total . . . . 04-00000873 . .692536 234.50 234.50 Page 2 Date 10/12/04 .00 .00 , , ~)J v~OJ8lJQr Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This pe~lt~omes null and void if work or construction authorized is not commenced within 180 days, if constructlolJ or work Is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 ciays from .the last Inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. A1lprovisions of laws and ordinances governing this type of ~rk will be complied with whether specified herein or not. The granting ota permit does not presume to give authority to violate or cancel the provisions of any'state or local law regulating construction or the performance of construct/on. Signature of Contractor or Authorized Agent Date' Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.1S [11/1412003] BUILDING PERMIT INSPECTION RECORD ~ CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ... ACCEPTED COMMENTS I YES I NO FOUNDATION: r;~l/ IJ-Ilr01 J,~...AP FOOTINGS 1"lJ /d~ tn; ,~ Of.l ( V\ ,~)Lt(f5 tl-'Ji-05' J--,J..~ l}{J WALLS - VI , .. FOUNDATION DRAJNAGEIDOWN SPOUTS t J....^ ,L ,,,1 .i,1, ELEC1'RlCAL (LIGHT DEPT) SEPARATE PERMIT: #I . ROUGH.IN ...-r I PLUMBING UNDER FLOOR' SLAB ROUGH.IN W:to TER LINE (METER TO BLDO) GAs LINE BACK FLOW 'WATER AIR SEAL WALLS I CEILING T I I FRAMING JOISTS' GIRDERS SHEAR W AU./HOLD DOWNS WALLS' ROOF' CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) . T-BAR INSULATION SLAB WALL, FLOOR' CEILING T I I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE' PELLET' CHIMNEY HOOD' DUCTS PW UTILITIES' SITE WORK (Engineering Division) SEPARATE PERMIT#I's: WATERLINE'METER SEWERCO~CTION . SANITARY . STORM PLANNING DEPT. SEPARATE PERMIT II's SEPA: PARKlNGlLIGHTING ., ESA: LANDSCAPING .. SHORI!LINE: ., . . .; . ,FINAL INSPECI10NS REQUIRED PRIOR TO OCCUPANCYIUSE .., RESIDENTIAL DATE YES NO COMMER~IAL DATE ,.. ACCEPTED .. ... . YES NO .. ELECTRICAL - UGHT DEPT. 417-4735 ELECTRICAL UGHT DEPT CONSTRUCTION R. W., PWI 417-4807 CONSTRUCTION. R. w. ENGINEERING PW 'ENGINEERING FIRE 417-4653 FIRE DEPT. ... PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 12.- 2l'-d(I. II J_ BUILDING T:\PLANNING\FORMS\1102.15 [11/1412003) . ~. ""lIlIIIl CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . . REQUEST: D~~e.. ... Ll?13 .~~L.j, Received by R 1L- (phone, person) - Location of.Work to be inspected L/ /20 So c:.. .s t Name of person requesting inspection ...... S 0.. ~ ~ VI~ Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer . aming Chimney Plumbing Final Sewer Excav. Other Phone No. ~/7.../19 I Permit No. cLj- ~ 2~.. Time {Jrr\' ~ By ,JU / -- ......... ~(>0IA(")DJ) E5Q RESTORATION REQUIRED . . . . . . YES NO ... ....... .-. . . - -:-. -... .. q:3D A-M SURFACE RESTORATION: SURFACETYPE: OUnilifproved DGravelD Asphalt D PCC DOther D Repaired by City D Repaired by Permittee o No Damage Found Work Order # D COMPLETE D INCOMPLETE "'",..-_~i~". . - s ~~ CITY OF PORT ANGELES OEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 ,.,~ .c Application Number 'pin number property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name property Use property. zoning .. . Application valuation 04-00000873 Date 11/17/04 .6921336 4121 S C ST 06-30-09-5-0-9080-0000- RES. MANUFACTURED HOME RS9 RESDNTL SINGLE FAMILY 35000 Owner Contractor SWEET DREAMS PROPERTIES LLC 255566 HWY 101 EAST PORT ANGELES (360) 460-3765 . ------ Structure Information Construction Type Occupancy Type Other struct info OWNER WA 98362. -. 12~$SF MANUFACTURED HOME TYPE V NON-RATED SINGLE FAM & CONGREGATES 'tOTAL It LOT COVERAGE BXISTING LOT COVERAGE toT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE ~8R OF UNITS 10.10 1.00 12717.25 1296.00 1296.00 1.00 Permit Additional desc .Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL 200 AMP! BOB'S ELECTRIC BOB'S ELBCTRIC INC 78.70 Plan Check Fee. 11/17/04 Valuation 5/17/0$ .00 o '--t. "-... N "'" Qty Unit Charge Per 1.00 78.7000 ECH EL-MANF HOME SERVICE & FEEDER Extension 78.70 ~,~' . ",,:-,., ~--------~~-----------~-------------------------~-------~--------------~--~-- 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 isvisab~e above grade. The legal and address are incorrect. The legal is Lot 2 of SHP 04-04 and the address is 4119 if drawing is correct. Setbacks and lot coverage are good. No other land use issues are noted. . Electrical load calculations and elctrical permits are required. . . Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ~C\ ,. ~ ~.\~ .. -------------------------~----------~.-------------------------------------- Other' Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4;50 1025.00 Fee summary Charged Paid Credited Due Separate Permits arerequireEl-forelectricalworkiSEPA.Sherellne, ESA,utllitles~private-and publicimprovements. Thispermlt1)ecomes null an~ void if work or construction authorized Is not commen,ced within 180 days. if construction or work Is suspended or abandoned for a period of 180 days after the work as commenced. or if required Inspections have not been requested within 180 days from the last Inspection. I hereby certify that I have read and eXamined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The grantlngofa per:mit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner Is builder) Date T:\PLANNING\FORMS\II02.IS [I1I14I2OO3J ,I BUILDING PERMIT INSPECTION RECORD .. CALL 417-4815 FOR BUILDING INSPECl10NS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. , ' PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEPPERMIT,CARD AND APPROVED PLANS AT J0B SITE. INSPECl'ION TYPE DATE ACCEPTED.. .'. J YES J NO . . , COMMENTS FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) 'SEPARA~ PERMIT: II ROUGH-IN I PLUMBING UNDER FLOOR I SLAB ROUGH-IN WATERLINE (Mi!~R TO BLDO) GASuNE. BACK:FLOW/WATER ~SEAL' ...., WALLS CEILING FRAMING JOISTS I GIRDERS SHEAR. WALUHOLD DOWNS WALLS I ROOF ICBlLING '.' DRYWALL (lNTERJORBRACED PANEl. QNL'y> :r-BAR '., . .,' . ...... INSULATION SLAB I I . . WALL I FLOOR I CBlLING MECHANICAL ' HEAT PUMP GAS.LINE WOOD STOVE I PELLEr I CHIMNEY' .' T " , I . . t' ~t~. . , k HOOD j DUCTS .' . PW UTILrr.1ES I~ \VORK (Enginecringl)jvisionlSEPARA TE PERMIT "'5: , ,~ .. WATERUNB'i~ SEWER.CONNECTION SANITARY ., , . ,c. :: ~, ". PLA!\!:I'f,i,N,'9.~EP:1'; ,SEP~!EPBRMIT#'s . .... P~~IGHTJNG".; ,'~~;'.2i .".,~fi'. ..... ",.".. i-!',J;>'.:;': ;",' .'. ' i"j;' " 'RESll)ENTIAL'" '" " SEPA: ESA: j .... ", .',' ," ,'/",. ,., .:~()~: " . nNALlNSPECTlONS REQUIRED 1>RI~R TOOC~~C)(/USE", '\. "; ;.:.'>DATEVES/....iNO "(mMMERCIAL . '......... ,. " . .. '" " "[. DATE . . "" ~;. .'....... .~ACCEPTED YEs NO B~cM."UGllTDEPT. CONSTRUCTION R.W.I PWI ENGINEERING 's , 417,.,f73S, BLECTRlCAL LIGHT DEPT CONSTRUCTION. R. W. PW I ENGINEBRlNG FIRE'. . 417-4807 ..4~)~ '.' 417-4750 .....4t7i481S , FIRE DEP'{" ,., ~GDEPT. BUILDING "'.,,;'y . , PLANNING DEPT... BUILDING' T:\PLANNlNG\FORMS\II02.1S [11114120(3) :_""~jor;:.; e ~~ . "... .Crrv OFPc>Rl'~GELES DEPARTMENT OF C()MMUNlTY DEVl?r.OPMENT - BUILDING DMSION . . 321 EAST 5111 STREET, . ~6R:rANGELES, W A 98362 . Application Number Pinriumber. . . . pe:r:mi't, Fee Total Plan'Check Total Other Fee Total Grand ,Total . . . 04-00000873 .692536 78.70 .00 J,774.50 1853.20 page 2 Date 11/17/04 ~ 78.70 .00 1774.50 1853.20 .00 .00 ;00 .00 .00 .00 .00 .00 Date Separafe'P8nmJSa~'tEtq41..ed fO'feleCtrical WOrk:~EeN$~oreliiie,ESA;u~ltti~I~rrvateand pu~"c improvements. ...l'tiisp~ffl:Itt~~~me# null and V~I~If\york()r construction authorized isriot-C()/)'lmenc,edwithin:1Sd:dayS.- if construction or workJ~susp~ndlltJrb'I'~~itf(fOn'8d fOr a~~q~'ot189dll)iS'afterthe work as cOninlel1~Eid,Qr,tf~~9~lred In~p8~,I~!ls'ha,ve not been requested~itttin,18,Q~lI~ft8in,thEl'lalSt Inspf)~9n,::.Im~rebycertlfyij1~t I havereadan~.eXarnliie~'tI1is<applicaJI~rial'1~fknow ,the same to be true"~ndC()l1'Elct. A11;pro~isl~ns of laws an,dordlpances governing this type ofwo'rJ( \,yIli'be'cOmplledwithwhefijerspeqified herein or not Ttle'graotinQof aP:Ein:nltd6~not presur,tletogive authority to Violate or cancel theproylslons,of any'stateol"'locallawregulating constructional" the perfOrmance of construction.' , ' " " . T:\PLANNING\FO~S\II02.15 [11/1,412003] Slgnafu.re ()f'(>wner (if owner Is builder) Signature of Contractor or Authorized Agent l "<"::"::&;':{tr:~;'! ,,-~ PERMIT INSPECTION RECORD " ; \. - " __ ." _~. '.:.~ .,.'.... . " ',.' _, ..., -,' "'. ' . " ,'",c,',_ CALL 4i7~4815 FOR BUILDING INSPECflONS. CALL 417-4735 FOR ELECTRICAL INSPEcTIoNS. PLEASE PROVIDE AMINIMVM~ HOUR NOTlC&';Ir IS UNJ4W.f'UL TOCOYEIl.lNSULATfl:PllC.QJ'{~~ WPJY(llEFORE INSPECT~D AlfD ACCEPT~. P()STPERMir IN A CO~spIc{jOUS LOCATION. ',~,_.. . ~,' \KEE" PERMIT cARD AND APPROVED PLANS At JOB,SIT.E INSPECTION TYPE . . DATE ;'.' ACCEPTED . i ". COMMENTS': ' .} . .\, . . '. YES I NO '. . , '.>; " FOUND/.TION: , FOOTINGS , WALLS ,. FOUNDATION DRAlNAGFJDOWN.SPQUTS SEPARATE PERMIT: #I . ELECTRICAL (UGHT DEPT) ROUGH-IN T .r I . PLUMBING -:c- .' . UNDER FLOOR 1 SLAB ROUGH-IN WATERLINE (METER TO BLDG) . . GAS LINE BACK FLOW 1 WATER . AlRSIW. ;.'; ./ WALLS I CEILING. . ,". FRAMING -', , '- JOISTS 1:GJlU)BRS SHEAlt \VALuHOLD,OOWNS WALLS /.RQOP'/CEILING< '., '. .. DRYWALL(lNTBRIORBRAtEo~Al'o/EL QNL Y} T.BAR INSULATION SLAB '. .... WALL 1 FLOOR 1 CEILING .' J I , . . MECHANICAL HEAT PUMP GAS LINE ;. , , WOOD STOVE 1 PELLET 1 cHiMNEy '. ,., ., HOOD/ DUCl'S, ,... . .. ^-"..,"/',,; SITE wORK .' ' (Engineering Division) SEPARATE PERMIT #I'll: .~ PW UTlLnl~ 1 ; WATERLINE I. METER SEWER CoNNEcnON .' . . SANITARY .' ". STOR).{..\' '" PLANN!f'{<<;;DEI':'f. SEPARATE PERMIT #I's' '.' SEPA: PARKINGJi;IGHTlNG , ESA: . LANDSCAPING .'+ :''''' ".':." "SHO~;,', ". . , ,co' ,:PJ!'f~~'~~S~UI~PRlOR TO OCCUp~C!M~...:0~..,.. - c" i..' '.' ..' DATE ":.' ""-:" ,.,....<-,>< Acp~~ ~IDENTIAL YES,,' NO g>MM~I\~IAL, . " DAn ;..... . ..' \ii:,'< . L'';':" . ;,;(: ::~-../;.';,;':~r"i~,t:'Y~ ;:.;- .... .", -. ....:YES eNO ELECTRIcAL-UGHT om. , (. ~ 7lJ 9hlf ~' - .BtEdiUCAi~ c. ' , )'- 411-4731, UGHT DEPT " r 0;' . II ..... CONsTRUCTION R. W.I PWI J , cONsnwcnON - R. w. ;" ENGINEERING 417-4llO7 PW 1 ENG1NI!I!RING FIRE 417-'4653 . FIRE DBP1'; .', ..." " ,.,'" ,. 417~7SO .. .'~..:.<l . .c. PLANNING DEPT.,_ PLANNING DI!PT; BUIi.DtNO' 411-48IS -'BuIwlNG' .,- . .' ... T:\PLANNlNG\FORMS\II02.IS [11/1412003] "'l PREPARED 11/24/04. 13:34:45 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 11/24/04 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 4121 S C ST SUBDIV: PHONE : PHONE : (360) 460-3765 SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9080-0000- 04-00000873 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 10/12/04 10/12/04 JLL DA BUILDING FOOT /SLAB move footings back to 25'-0" from property pins. current footings at 22.5' from pins/jll 11/16/04 JLL BUILDING DRYWELL TIME: 17:00 11/16/04 AP Jason 477-1191 11/16/04 JLL PLUMBING WATER SUPPLY TIME: 17:00 11/16/04 ~ water line not in place finish and recall/jll D'D__O'__~_f\"~____::~~::::~:::::<:::::'______________________________________ DRW 01 PL6 01 ,:~. ." .. .. :..t"; -"'__r.- --"> ,.'>.1.. "- ~ BUILD,ING DIVISION ..;. CITY OF PORT ANGELES * * Correction Notice ...... Job Located at ~ , J, I L~ n e. #'1 Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: I (I *&e-\- ~~~ .Q.S- '- () - ~ ~ ~ . .6bl,~ E~llJ~.(l ~SJ~D-i 'FDO~ O.A-+,'ur...j ~ ~ ~ These corrections must be made and are not to be covered until reinspection is made. When carr ions have been made, please call I for inspection. Date * DO NOT REMO THIS TAG PREPARED 10/12/04, 12:41:29 CITY OF PORT ANGELES 4121 S C ST INSPECTION TICKET INSPECTOR JAMES L LIERLY ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9080-0000- 04-00000873 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOMB REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS '"". ,,~k';Jt(~',:.. ......... BUILDING FOOT /SLAB SUBDIV: PHONE PHONE : (360) 460 - 3 765 PAGE DATE 2 10/12/04 COMMENTS AND NOTES -------------------------------------- ~ :J PREPARED 12/23/04, 12:44:52 CITY OF PORT ANGELES ~ INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 7 12/23/04 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 4121 S C ST ------------------------------------------------------------------------------------------------ SUBDIV: PHONE PHONE: (360) 460-3765 SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9080-0000- 04-00000873 RES MANUFACTURED HOME ---------------------------------------------------------------------------~-------------------- PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 02 ~ JLL ---------~-~~~--~--------- BLPS 01 10/12/04 JLL 10/12/04 DA DRW 01 11/16/04 JLL 11/16/04 AP PL6 01 11/16/04 JLL 11/16/04 DA DSD 01 11/24/04 JLL 11/24/04 AP BL99 01 12/21/04 JLL 12/21/04 DA - BUILDING FOOT /SLAB move footings back to 25'-0" from property pins, current footings at 22.5' from pins/jll BUILDING DRYWELL TIME: 17:00 Jason 477-1191 PLUMBING WATER SUPPLY TIME: 17:00 water line not in place finish and recall/jll BUILDING DOWN SPOUT DRAINS Jason 477-1191 Down spouts and skirting BUILDING FINAL dale 477-0651 slope final grade away from foundation BUILDING FINAL COMMENTS AND NOTES PREPARED 12/21/04, 13:36:11 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 4121 S C ST INSPECTION TICKET INSPECTOR JAMES L LIERLY SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9080-0000- 04-00000873 RES MANUFACTURED HOME SUBDIV: PHONE PHONE: (360) 460-3765 PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 10/12/04 JLL 10/12/04 DA DRW 01 11/16/04 JLL 11/16/04 AP PL6 01 11/16/04 JLL 11/16/04 DA DSD 01 11/24/04 JLL 11/24/04 AP PAGE DATE 4 12/21/04 BUILDING FOOT /SLAB move footings back to 25'-0" from property pins, current footings at 22.5' from pins/jll BUILDING DRYWELL TIME: 17:00 Jason 477-1191 PLUMBING WATER SUPPLY TIME: 17:00 water line not in place finish and recall/jll BUILDING DOWN SPOUT DRAINS Jason 477-1191 Down spouts and skirting BL99 01 .~'~~,o~( JLL BUILDING FINAL ~ p~ dale 477-0651 -------------------------------------- COMMENTS AND NOTES -------------------------------------- L-r{2.t.o,,- I l "w..y L tJ~ ,. (:,. It...( , to PREPARED 11/16/04. 13:03:27 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 10 11/16/04 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 4121 S C ST SUBDIV: PHONE PHONE : (360) 460-3765 SWEET DREAMS PROPERTIES LLC 06-30-09-5-0-9080-0000- 04-00000873 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTuRED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 10/12/04 10/12/04 JLL DA BUILDING FOOT /SLAB move footings back to 25'-0" from footings at 22.5' from pins/jll BUILDING DRYWELL TIME: 17:00 Jason 477-1191 PLUMBING WATER SUPPLY property pins. current DRW 01 PL6 JLL 6104' ~L\> ~~ _________~~!~~l~~___________________ COMMENTS AND NOTES -------------------------------------- 01 TIME: 17:00 ~c~ ( IV -y:- (i ; 1-- gUll..."'''''''''' . ~''''.II' .:.. ~. · _.""'ro.. ........ Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accep~ed for review. Hyou have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 APPlicantorAgent@A ffH.~. Phone: 4/ao-,.:nt-S' Owner: ~ Phone: 1./:5"7 -,':Pl,5'-;2.. Address: '-5*K/fRK~lU2city: :;;;e~c:~.J zip:C7Z5?2- Architect/Engineer: Phone: Contractor State License #: Exp: Phone: Address: City: Zip: PROJECT ADDRESS: '1/2/ S-'" ~' -:::N: ~~S/(:::>JL> . ZONING: b' LEGALDESCRlPTION: Lot:? Block: -, Subdivision: c-'ltvDr-t.s CLALLAM COUNTY PARCEL NUMBER: (Yo g nO q,<, cq C) ~ ;redit Card Holder Name: Jilling Address: ~redit CardType VISA rYPE OF WORK: ~ Residential 0 New Constr. 0 Re-roof 0 Stove J Multi-family 0 Addition 0 Move 0 Garage J Commercial _ 0 Remodel 0 Demolition 0 _ Deck o Repair 0 Sign 0 Other ) JRlEF DESCRIPTION OF THE PROJECT: pi 14c::::..~ M~u.1 ~ '" ~ _ ::;OMMERCIALlRESIDENTIAL: OccupanCy Group: -lo. of Stories: -L Lot Size: 1'2.7 \, ;7..5"" Existing Sq. Ft -~ _ Total lot coverage 'Or l . MC # City: ~ATION: ~~L<0~~per ~ S~.- . ~ S~ - mF.=$ SF. @ $ ISF. = $ - . TOTAL ~UATI.. ON. $ f:j Q:X) 00 . Lt~O 1Y1.~&. . tl.. t1 ;)7)( . Occupant Load: Construction Type: & Proposed Sq. Ft. ; ?/1/,., = TOTAL Sq. Ft /29(('> % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and )1an submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant This figure will be reviewed md may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 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 ;ubmitted. All other permit fees are due at the time of peIIDitissuanc;e. _ _ EXPIRATION OF PlJAN REVIEW: Ifno permit is issued within 180 days of the date ofapplication, the application will e111ire.The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of :he Uniform Building Code, current edition). No application can be extended more than once. . f:\FORMS\APPS\Buildingpennil wpd Ap , hereby certify that I have read and examined this application and know the s :Jnderstand that it is my responsibility to determine what permits are quired ~~l'~ 'f2-r:;p~. m.',--- ..- . L tt.h-, +~l. I I J I I I 1'- I '! I I --r - , ! _L_L -4 I Ii:" Pd ~ ~1--i-" I IJ ! ~. ,I i 1. I ~I 1 I t I I ' I I '1'+: i, 11 I I : = +-- I L ' i 't' 1 ! 1 ! I ) I I ", ~~c ~~f'~ 11- iT! i I I I ! ~. I~ ~..... l..;ll I"t" J f--- t f ! ~ _~i i : 1 I " i I -' " +- , _1- + , I .+J ! , i i i I I I !Kthil, 'r< I I , , I I , I'I~ !.I : L~U ~fft r-t.\j \-+- I i I, ~~ '.. ~ I I ---+--" i i I -, ~r t I L _L~. i\Ij: I +~ i ' -- p:=c- ;.~ ,~~_ i , --! I I! I j ...1 _ j j i =t++t- I I I h-; : :,: ' I -~~, .., 'H-+.t: --t--J--+. ~-- '-r i h-+_i I, 1- td+ - , ~ t++ ' _ -~+4=R=" 'I"":! ~fE 1- ! ii' 'i' "+'+'7)-+ :1.L'::'::::-;- i I i I I ! ; 1'-+---1 ~~ j..J+ 'i i ~cs ~r--;---r---l I Lt l-+ . I I i I I I I 1 1 I . {...-or- ~ I I 1 ' 'm--+-;:-lt~~' 'H:m-'--T~ PJ~r-; i. ;' I 1-: ., ::t .J -i-I, -1- -t- '. eM- -f- "': --t I": ' -j.t,,'t j'q-, , I ~I-'t I'( H-H-, frrittj=:tiittttH:=i~tH+ltttt_I!!!! !!I'lLJti~ _tN 1.111 ~~:!U'.ill J.tJI I IlT.rrf' -- -- ,-, -- , .- '-~ , -r't J'I. I I . . , , I I I j ....;.. 4f+. D' , I .-1- I l- I !,- I , ~ 'I( I i , , L I ~I 1 I '- -1, 1 I i J . , ,'.... -lie:; -.-, I -., t , ' - \J I i , , ~ .s:, ~ ~ ~ \::. 5=/'-0 ~ c ...-- '9 -r~r \. \~ ~() t'YJ-1 ~ ~ crrv OF PORT AN~~ES - Construction p~ \0 The Issuance of this peJllht based upon these p,lans, spe \ cations and other dpta shall not prevent the1l6i!ding official / from thereafter ,1llQuiring the correc!j.on"of errors in said A I ;". plans, specifications and other )lata, or from preventing .....<UOLU~ / lit building ~rations being ~med on thereunder when .l1V/ J- ' i J..' violatio of all codes aOO/ordinances of this jUJ!sdiction. G. p 00 If' P j'lV'- J ~, ON 3031~:tnn..~.,~ ___~-l-.4U ~ ~ t1h ' I A provaJDate .~ ~.- -- Dn.~ fa ~~~,~ .\ l&-YhJS ~~~ - : - - ~,._._._-~---fk-_~sp '1, ').. ., . ...." e".1'",a."r Gv<lt FILE ~; J Se- ~ (VI/J-ot ILl' ~ J (V\ ~J f..p" " (\;t~-~--"'.p,~eI\-J @----,;:~~i'\\- r-_______ ",,-- ~ '. ~~ Sl$VV~ ~--- ~ L,~-s W .~ t~- e--o-k(L ~-- ~?Ovrtr ~~~~---- ~ . 1=~ ?~lk--1..d1.~-- f>~t #GJ / c--------~,. _ s'-- ~:::;: .-------- -- '--... ',,- ~ ---- -1=' V \()J; v~~t,T~~. r--?'''-c\~l I ----.........~.... S . bp!1t:~..~ poA ~.. Ut>tE~. ~.y'.':'(lYL- S. ~. r:,~ ~--------,-___ S. ~ -'" ~~.~GLO iLl (!,~-J'-.~P/J-e& ~ "'- .~ /~ ~ /~" """ ... ....,~~, \\ /'1 /? ~ /7_~"-;?""~~~/ /:?/ //1 /--;:, // -?' /-;?~:::?--Z~.':,? '/'. '... //~..~:~~~/~~~ ,-- , I ~ --- /? /~~-? /~/,,?----:~';;:; ? ~;f;!f3?;;~.';;~;;1?:?/"/ '////;'//0~~/;:2:0r ,:. ) i J ~ ~ '^ o M I '- F= , ~ ~ ( -- *YltND ______------- l7.4 pSf ... WIND ________------ 2S.6PSf * YUfD _____---------3$.15I:SF * smsMlC ZOlllE ---------'. 4 * SOIL BBAR1\1fG _____----- '000 p.f ~ tIlA)(lWM SOIL PRESSURt \S t 000 ,Sf \Yll'HOU1' A SOIL flEPORT. lit SAaTK AUGERS --------- 475D' MIN. TOTAL LOA!) CAPACtT't ;$' SO; WORlCINC LOAD CAPACItY * STi\DJL-X' DRIVE ANCBORS-- 47SC, WIN. TOTAL L.Q.tO CAPACt1". 3' 50' WORJ<lNG LOAO CAPACm' * CONCflETE SLAB ANCHORS-- "7501 MIN. lOT~" l..OAO CA'AClTY 3t501 WORKI~ LOAD ~~CITl . 'l'lE DOW" STRAPS - ------ 47S01 t.UN. tOTAL LOAD (:j.PACITY 11501. WO~C IJ)AO ~PACITY ilE OO~ STll.t.PS MEEtS F'tOt.rw. SPl:CIt1CA'TION 00_$-7811-1 roa !Yf'( 1. ClASS' 9. GlUeE 1 SlRAPPS~e ANO BE: AT LtASt 1 1/~ II .035 ZINC PlATED. \. THE CHARTS SHOW THE: REQ\l1ltEC tlUV8tA of' rot DOWNS OH rHE SIDES ANO ENOS OF THE MANUr.cruRtc KONE:. 2. COMBlNATIOIllS Of THE OtrFERENT TYPES Of' TIE DOWNS. C...,.. BE USED. 3. .rOR Al..L. TIt OOWM INSTA\.LAnOM$. THE M"NUF"ACTU~ HOME CHASStS "'EwHRS ARE SI-iOWI'l AS T 'EAMS. (rOR /U.USTRATIQM PURfIOSE ONLY) CH'AS~IS BEAMS CAt\ olL50 at "C. SW.aPED OR ''1tf;C. 9ioUtED. 4. SlOt TIE OOWNS ARt: RtQUIREO AI.ONG THE oUTSIDE CI1A'iS1S SP-I45. tNO fit OOWHS ARE ~(OUIAto .T EACH Di1'J Of tACH .'fAAWSFORTASts: SECTlOI'i or nu: UANUfACTUf!tO HOME. S. ENO TIt DOWNS ~tof BE lOCAn:o 'NIT)(IH 18" Of ElTHER .. Of' CHASSIS IltAM AXIS. ANO 8OlT-olt TOI'.tAd It A.'TfACHtU vmtti 1" TO 60" FICW pm Of CHASSIS llEAN. 6. THE SIZES: ma. UMOTHS. tCT. Of' UAT(RW.$ SHOWN HEAiON ~I'!e: MINUotUM. l.ARGER. LONGER. HEAVIER "~TERtAf.S SlltPUED 8Y SAC tHOUSTRltS. ll'tC. MAY at USED AT 1HE SAME SPACING ANC lOCAllONS SHOWN. 7. AU. pAftl$ -'At COATED WllH RUST RtSISTANT INOUSTRIAl... SHOP PRIYtR. 8. Tlo4lS TJ$: OOWH SySTEM hf~tTS THE REOlIIREMENTS or SECTION '336.3 SIiB- StCTION (e). . STATE APPROVAL SAC=:='tSD 1'1J:.A. 9WW' KDAP . lJ l,;",v,; ~ c.M ~';-"..QC1W.lS. to! .A P PRO V E :) ~~~JfI:'~ :i.~~~JOiJ!A '~1.CT 10 c~ ffO,rJ) ......."'" ~ does oot autIlorlte or epprM' Mjon'.ilslOft or . .' 4e'Ml0ll from requiremenb d ep~ StIfa iIW$ au! __ ~ 79'1;.j>~ Stat!! of Cafttomia . ~ ." ~0eDartrnl:r.t cfl-fOllSini ~;.1 ~==Cl\XMnt ~ ~ :e;~ . . . Dat8 .....~~~.:L- ~f.t 'oCr.,~\~<+.,*~, t . 01 ".., e.C-- SPA HO :- e-r..s.- /,~- ,ACtFC ~ EClNEtIIS 'nis PJaft ~ ~ires ,'~ -.8/- ~$ n~.:t.:;.:.~-=f~~ ttM: (.,6) "4-6D2I BB/l!t:j/<':.'004 12: 54 TJT~OLEYENTERPR[5ES IHe -t 13604199BG3 "-.-..'- .. SAC INDU$TRIES TIE DOWNS BIIGlNEICIUl3l ftB DOWK 8.8'r&M gEpmAL wQTJ;S DllSlGN LOAns..: (70 IroIPH DPO$URE "C") (as ..PH EXPOSURE: '1:") (100 "PH EXPOSURE~) 1-0. 702 lOl9B1 . . . I I I I I ! ; i ! i I I i I I t ! I i f Patio Sl'b Anchor Thi:; Inchor II deslOlJ(ld fa be l/Jstt1,d thmugn I 3/4' Itab drllad or farme4 illo ~ ui3t1ftD ,onere I. sI.~. · ~OllCretl must b. 42500 PSI rmnlmum cJ:Ib wIth ~. minimum Wckn... Dnd .18 ~ , 0/1 0 wlr, maSl'l or fiber mesh installed. · Co!'lctot. "ab must al:ow ~7U tba of valtlcll tanslOIl on ,,'char without IftinQ. 'f'nls allUnleS thlt tilt OOl'Jcrete WIIghs 1S0 1~8 "er cu. 1t .. Mln!l1Iurn dlst'nt::e tram 01, 8nc:I!Ot altall 10 one frlg. af ifill ".b 5 4 in. 'tom 000 ICfge lnet 2 ft. from 8ny other .dOb. e C> ~ ~ ~ I , Afttr (1V~wlng rtlrrJetlllftl Iliad 10 IftO '-''''' dtllla iI. In x 3 'n. IlClli it IhI .". witt.. 'N ",ehat "Iad I: to tit loaIttd. .. "lIG. lteof exPIII~'Oft ~I.ovt OllOr b6Jl .nd MCIIlnlo J}If dlllIG hOlt. · PIIClt'" WUl1a, OI1fO tnI npanlion bD' . · TIvGd 1111. onl' ..,,,,,'on bolt InI fgJt~ Iallll ml)l/murn '.p'psJgn gf .1", t~..." IlHW lualNlan icfill. · Rerll(;va nur ""&I W..Ii' ..., OI4ld plata Author htDd ovar IIlPfUa bell. · Pit;, WltIt" ,nd nllt enlO &4' b attach iIf1l:har.cad, tllfl:dllllJl COllcrete Anchor Tie UJJ~ b dar"ntd 10 &t in~ailod :nto Q concrellllab at IJU! rhe me com:m. I:; o.lno Jlour'(J. . COncrllt mUll bo I 2aoo PSI .',/ minimuM $fa:) with 4- minimum . Il';tJcrJf$S II'Id Ehi .c 10r 0 \\ire mesh Qr fiber meh I.ras'.JUed. - Goncnte CIIb musl a<<ow -1n$ :b~ cl v.nal 1.II.ien an nncnor wifhoLf IltUrtg. T!ltr lUll","' tnit the contrite wtlghs 150 lbl prr CIi. ft. · Mll"Itr.um dlst~ncf from thl .rdlor !hrI~ to OAt edge Df lh. s;ab it ~ in. . flam one edGe aM 2 ft. from any ot!lar OGac. · It 'llstJ'e:l In a .c' slab It /I1illlmUIf~ tlsfiVllZS fNm .. an Idfition.v QYtI of 816 ur 10"'0 mesh lsrrr..ontn.JlrJ<<J. · Stab mllat be 8 IlL mJnllnum thleM.sa at 1000011oi' "ndel · tOIIl:fI!' muallllJ I 2..COD PSI mlllimUtl1 !il.lb \,\''1 ~. III&'ICInIlll thlGkntl' ..,;1 1,'4 x 1~O wire nlatlt Or Ilbcr I _h ~'''''d. · C4ft0"'. ._ owl iI_W <41:!6 the Of lIi1rt1Q.1/ lonal\lCl Oft Iftdtor mUlDc' IHUre. Thli cml:tl~li 'flaf tlllt COftGr~" \lt1JOU 1:SO ifta NI ClI. n. · _mum _'*tiC! from the am:,.!), allafl 10 1111 ~o 01 ilia ,1aJ) is . :ft, fI<Im 0", 'd,. DI1d , ft. torr ~. of6Or .dO', · " InI'ill8ct I. I ~. ~CI 'l minImum ct~oU'iCf' ftem I Idges_ .n acdiUonal !~yer of tt'6 or f 0t1 0 "lte me'" Or I flM, "'lillI' 1'8:Ol1\trtlr:dfd. I a I' ~ '-.; SAC IND. CONCHETE TIE DOWN ANCHORS ,4002 PIER !lOLT-ON TOP fi7000 fl7001 #7002 #6005 ~ ').~p. . .. ." CO NCRE.m-TIE-DOWN ~ 'fill 3.5 6 114001 #6003 #6004 INSTALLATION INSTRUCTIONS EXISTING CONCRETE - V6003 1. CONCRETE MUST BE A MINIMJM 3 1 ;'2" THiCK AND I~J GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCIIOR IS 28 SQUARE fEET. 3. DRILL PROI-'EP. SIZE HOLE IN SLAB. A MINiMLM OF 12" FROM ANY SIDE. 4. EXPANSION 130LT IS 5/8" x 3 1/2" WI I H MINIMUM 23/1." EMBF.OMENT AND 6,180 POJND PULL OUT. 7,160 POUND. SHEAR. . NEW CONCRETE - i4600A 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. AND ALLOW TO ::>RO?ERLY CURE. 2. ALTERNATE CONNECTION REQUIRES #5 REBAR PROFERLY EMBEDDED IN CONCRETE. CHASSIS CONNE.Cllilli 1. ATTACH STRAPS TO CHASSIS SEAM IN MA'lNER $-lOWN. 2. IF AI~GLE OF S10!:: STRAP IS GREATER THAN 63', STRAP CONNECTION CAN !J[ MADE FROM ANCHOR TO OPPOSrfE CHASSIS B:::AM. 3. INSERT STRAP THROUGH SP _:7 130'-T. CUT OFF EXCESS STR^P ANO TIGHTEN SOLT 1.:/\ T1L STRAP IS SNUG. .- - .~ ~~'t .--- t ~ ~ _ - "'l ') JRlll '1/16" HOLE AT MIO HtlGHT Of" BEAM ",:olD INSTALL - ~ lIt' M07 SOli _ - - -" 1'~ ~T""fICt.L), . _ . - ," ~._--- - ~ . ..;,.- -- --Iii . ~ ~ -- ') :: ~ \.. -' I ~.... ". _ ", 'I ":'1- - - . -- . 1 - .. .. - )I t~~. ::-~ -_.-- ~):- - -.. -........ - \\ ~.. \\ / SIDE YEW \') "RFC" BEAM CHASSIS SEE "I" BEAM CHASSIS NOT!: If!> SHEET r, i fOR TIE DOWN :NFO. SiDE VIl::W END TIE DOWN HID VIEW ,'f= :: :; :. = = '1 , . ;;rL_- ,.-1 , ., j , , I . , J ~ , " I \ \ ~ i \ I , I '. ;' . \ .' : '. '. ". or' ~ , , I _ . c..T ':a.. .. / ..- / SIDE VlI:W ./ ':!:" BEAM CHASSIS Sf[ 'T' BEAu CHASSIS NOTE 1;3 SHEll #' FOR lIF DOWN lI.ro. '.--- ~ ~d ,~':J ALTERNATE CONNECTION -" ';1'" ~ '~' " . }' .. ,,i , , 'I ' I " '. r I \ .. ,f \ \ .. \ CONTRACTORS CERTIFICATION -' I CERTIFY THAT i HAVE INSTALLED THE SAC IND.. INC. ANCHORING SYSTEM AS PER THE INSTALLATION ]N"S'~'RUCTIO:'lS. r HAVE MADE NO MODIFICATIONS TO THE .I\NCHORING SYSTEM OR TO THE BU1LDINr. STRUCTURE. COMPANY NAME: CONTRACTORS Lie # ..-- ! w'"',.,,.....,.,, \V_.... ...___ . _ . ,.. existing patio door or addition of patio door .---- ----~----~-l--.-----.----~---T'~ . t "- Frame support Main beam Front (hitch) I '" . I '" ----~----~- --.-----.----~---~~ Exterior door of home " " Exterior wall- line of home Required perimeter support (see note 4) Figure 4-2 - Typical blocking diagram for single-section home when manufacturer's instrUctions are not available Note (applies to both figures +2 and 4-3) - 1. See table 4.1 for required pier capacity and spacing. 2. See table 4.3 and section 4.2 for footing requirements. 3. Piers shall be located at a maximum of 2 feet from both ends. 4. Place piers on both sides of entry doors and at any other openings greater than 4 reet in width, such as patio or atrium doors; under porch posts, firepJaces. and wood stove$; and under those places where heavy pieces of fumiture such as pianos, organs. waterbeds. etc., may be placed. I Piers/supports shall be sized' I according to table 4.2 or calcu- I tated by a design professional and I located under the bearing points of i clear-span openings in center ~ mating walls 1 , - -1- -t- - -.- - -t- - -, - - ,- -. - -lip - - + - ..,. - -.- ~ - -r;. ~ 11 I I I I I I I I I I I 1 I I I' I I I I I I I I I I I I I I I'" ~ ..L I ..L I : I I ( ..L I I I /L .__L_~-~--.-----.--~-~--l-~--L-~-~-. .~. ~--I-~-l--.--'--.--T-~--T-~--I-~-I,-. , I I I I I I I I I I I I I I i-, I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I J.... . _ _ L _ . _ _1_ _ .- _ -1_ _ ._ _ .1 - -. - - .1_ -It _ - L _ -*- - _L..-'': ill Slide-out fi lace exterior door of home ~~ Exterioi'wall- Required perimeter line of home support (see note 4) Required perimeter support (see note 4) "- '" .~ Patio door I~ ;t. Figure 4-3 - Typical blocking diagram for multieection home when manufacturer's inst8ffation Instructions are not available . '~:... '.:._=-. , ~. :.'~ .;J " ',}. '. .~(.f ..... ~.~. ;' .:~ . \1 '.:~ ~ ;'~~ 1 .;; . '. ...~ L .':.~";J Single-section Multisection i{ 'j ;1 tt. II; nl j...j }'; ,} DO: Crown and grade the site to slope away from the home and cover it with 6-mil-thick polyethylene sheeting or the equivalent. DON'T: Grade the site so that water collects beneath the home. Figure 3-2 - Elimination of water beneath the home Table 4-1 - Minimum Pier Capacity Frame Plus Perimeter Blocking (Both Frame and Perimeter Blocking Required) 1'0 ; -~:; Roof Minimum Pier Capacity (pounds) Section Live Pier Width Load Location (feet) (pounds per square foot) Maximum Pier Spacing (feet) 4 6 8 10 8 20 Frame 900 1300 1800 2200 Perimeter 600 800 1100 1400 30 Frame 900 1300 1800 .2200 Perimeter 700 1100 1400 1800 40 Frame 900 1300 1800 2200 Perimeter 900 1300 1800 2200 10 20 Frame .1100 1700 2200 2800 Perimeter 700 1100 1400 1800 30 Frame 1100 1700 2200 2800 Perimeter 900 1400 1800 2300 40 Frame 1100 1700 2200 2800 Perimeter 1100 1700 2200 2800 12 20 Frame 1300 1900 2600 3200 Perimeter 800 1200 1600 2000 30 Frame 1300 1900 2600 3200 Perimeter 1100 1600 2100 2600 40 Frame 1300 1900 2600 3200 Perimeter 1300 1900 2600 3200 14 20 Frame 1500 2200 3000 3700 Perimeter 900 1400 1900 2400 30 Frame 1500 2200 3000 3700 Perimeter 1200 1800 2400 3000 40 Frame 1500 2200 3000 3700 Perimeter 1500 2200 3000 3700 16 20 Frame 1700 2600 3400 4300 Perimeter 1100 1600 2200 2700 30 Frame 1700 2600 3400 4300 Perimeter 1400 2100 2800 3500 40 Frame 1700 2600 3400 4300 Perimeter 1700 2600 3400 4300 18 20 Frame 1900 2900 3900 .4800 Perimeter 1200 1800. 2500 3100 30 Frame 1900 2900 3900 4800 Perimeter 1600 2400 3200 3900 40 Frame 1900 2900 3900 4800 ..... Perimeter 1900 2900 3900 4800, t. . ., ~ ;",! !~, IMt t ~,; ! ~, It: ;'; , l;t:.. < i.< < If III I" i ~ : .j I' ! 1 IH. ...i\.l.ll'.....l.. ,1I':! Vl ldil 1'11~1 ......... ~~r 1...,....1... : :"Ir. .." IP..,'. ,(11 I":: Table 4-2 - Minimum Pier Capacity MuJtisection Center-Beam Blocking Roof Live Load . Pier Load and Minimum Pier Capacity (pounds) (pounds per square foot) Mating Wall Opening (feet) 5 10 15 20 25 30 35 20 600 1200 1800 2400 3000 3600 4200 30 800 1600 2400 3200 4000 4800 5600 40 1000. 2000 3000 4000 5000 5000 7000 20 800 1500 2300 3000 3800 4500 5300 30 1000 2000 3000 4000 5000 6000 7000 40 1300 2500 3800 5000 6300 7500 8800 20 900 1800 2600 3500 .4400 5300 6100 30 1200 2300 3500 4700. 5800 7000 8200 40 1500 2900 4400 5800 7300 8800 10200 20 1000 2000 3000 4100 5100 6100 7100 30 1400 2700 4100 5.400 6800 8100 9500 40 1700 3400 5100 6800 8400 10100 11800 20 1200 2300 3500 4700 5800 7000 8100 . ! 30 1600 3100 4700 6200 7800 9300 10900 40 1900 3800 5800 7500 9700 11600 13600 14-foot section width 30-pounds-per-square-foot roof live load 18-foot-wide mating-wall opening 'pw down the -Section Width- column to "14 feet." Follow across to "30 pounds per square foot" nln the -Roof Live Load- column. Since the mating wall opening is 18 feet wide, follow across to ~cOlumn headed "20." (For any opening width that is not shown, use the next highest number on "chart) The required pier capacity is 5,400 pounds. -~ I Ii... Single Strap Double Strap 4725 Ibs. 4725 Ibs~ 11' - O. 11' - 0,,2 6' - O. 6'.0,,2 4'-6" 4' . 6.2 Note - 1 Unless listedllabeled for a higher capacity by the anchor manufacturer 2 Unless a greater spacing is specified by the anchor manufacturer 3 All homes located in Wind Zones II and \II shall have a vertical tie 2-foot maximum see chart ~--t--l---~t---J--i---o--j I ~ I I 2-foot I maximum + ~+----~ j I' C.) I I () 0 ---------- () ---------- ------------- ~::::::~-------------- --------------------------------- f_J I Anchor ---~~--------~--------- ---------------------- -' Cl i~ 0 0 c........- r= ... a'.__L__ __ __ . _. .- r--- NCSBCSfANSI A225.1 are not available. 4.1.5.3 Perimeter blocking Place piers on both sides of side wall exterior doors and any other side wall openings greater than 4 feet (such as entry and sliding glass doors); under porch posts, fireplaces, and wood stoves; and under the locations where heavy pieces of furniture, such as pianos, organs, waterbeds, etc., are expected to be placed. 4.2 Footings Footings shall be placed a minimum of 4 inches below grade in undisturbed soil. Support every pier with a properly designed footing (see 4.2.1.1). 4.2.1 Acceptable types of footings 4.2.1.1 Concrete Footings may consist of precast or poured-in-place concrete, pads, slabs, or ribbons at least 3 1/2-inches thick, with a 28-day compressive strength of at least 3,000 pounds per square inch. 4.2.1.2 Pressure-treated permanent wood Two layers of nominal 2-inch thick pressure-treated wood having 0.60 retention in accordance with AWPA C22 Standard, with the long dimensions of the second layer placed perpendicular to that of the first, may also be used. 4.2.1.3 Other materials Other materials approved for footings may be used when approved by local authorities if they provide equal load-bearing capacity and resistance to decay. Examples include: - 1/2 inch maximum crushed stone; - 318 inch or 314 inch graduated gravel; - coarse sand, with grains no smaller than 1116 inch, placed so it provides a soil-bearing capacity of at least 3,000 pounds per square foot. 8 " 4.2.2 Placement in freezing climates 4.2.2.1 Conventional footings In areas subject to ground frost heave, place::' footings below the frost line. Consult local authorities to determine the depth of the frost "~ line. In the absence of a local code, use thet frost penetration map provided in figure 4-4 as a guide. 4.2.2.2 Floating slab systems When properly designed by a registered. professional engineer, a "floating slab system" may be used above the frost line. The design . shall accommodate the anchorage" requirements Identified in 5. 4.2.2.3 Insulated foundations Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having Insulation properties sufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation and acceptable for this purpose to the authority having jurisdiction. Useful design guidelines may be found in the references found in. Annex F. Insulation systems should be compatible with the requirement to cross-ventilate the entire space under the home. 4.2.3 Proper sizing of footings Proper sizing of footings depends upon the load-carrying capacity of both the piers and the soil. See table 4-3 for recommended footing... sizes. 4.3 Permanent foundations Check local building codes and regulations and consult a registered engineer when the home Is to be sited on a permanent foundation (such as a full basement, crawl space, or load-bearing perimeter foundation). To obtain a permanent foundation design that meets most local codes, .. write to the manufacturer of the home. Useful ideas and design guidelines can also be found in reference publications, such as those listed in Annex F. ' r Table 3-1 - General Description of Soils Soli Type Based on the unified classification system Allowable Pressure (pounds per square foot) No allowances made for overburden pressure, embedment depth, water table hei . or settlement roblems 4 000 and u 2000 1 ,500 1,000 . 1. To be used only when none of the following is available: soils investigation and analysis of the site; compliance with the- local building code; and evaluation by a registered professional engineer, architect, or building official. .2,. Hereafter, the words - engineer" or -architect" shall refer to a registered professional engineer or architect. ... RTANGELES WAS H I N G TON, U. S. A. R' (X<f5lZ- V6SS I PUBLIC WORKS & UTILITIES DEPARTMENT Mr. Josh Armstrong 3J3 Griffith Farm Rd. Sequim, W A 98382 [ffi fE (GfE ~ \VI fE ~ . ./ OCI- 5 2DM I CITY OF PORT ANGELES Depl. of Community Development SUBJECT: New manufactured home 4121 C Street Extension Dear Mr. Arinstrong: Th~re is no transformer on the pole near your Jot, so a transformer must be installed to serve your new home; Per City of Port Angeles policy, upgrading of e}ectrical equipment is at the customers' expense. The estimated' cost to you for lahor and material supplied by the City of Port Angeles to install the transformeris $1,242.87. This estimate is good for 180 days. ~ '-- '? You are responsible for,the installation 'and future maintenance of the underground service wire from the pole to your meter bas,e and.Jor the riser. Please see attached specification sheet for the riser installation. '''''''-- When future customers take power from the new transformer within seven (7) years of the installation, you or the .current property own~rwillberefunded aproportionate amount of the original cost. ' o ~ If the actual cost of installation is more than the paid estimate, there will be no further billing. If the cost is less than the estimate, you will be refunded the difference~ .~ ~ ~ ~. C) '0 Transformer insta1lationwill be scheduled after receipt of the estimated amountof$1,242.87. If you have any questions or concerns, please do not hesitate to contact me at 360-417-4708 or e-mail: gmclain@cityowa.us. Sincerely yours, 2~ 11~0 G '1 M' L' ~ al c am Electrical Engineering Specialist cc: James Harper, Electrical Engineering Manager ~ogerVesrpermitting, - File 321 EAST FIFTH STREET · P. O. BOX 1150 · PORT ANGELES, WA 98362-0217 PHON E: 360~41 7-4805 · FAX: 360-417-4542 · TTY: 360-417-4645 E-MAIL: publicworks@cityofpa.us September 29,2004 5] 9 South Peabody Street, Suite 22 Pon Angeles, Washington 98362 (360) 417-0501 Fax (360) 4]7-0514 E-mail: zenovic@olympus.net INCORPORATED City of Port Angeles Building Department 321 East 5th Street Port Angeles, W A 98362 SUBJECT: 4121 South C Street, Port Angeles, Washington . Mobile Home for Josh-Armstrong - Sweet Dre~m properties, LLC . Dear Building Department: This office has performed a site inspection of the soils in the foundation excavation for the proposed mobile home to be installed on the site noted above. Based on this inspection, it appears that the subgrade soils of the excavation, approximately 18 inches deep, are down to native or suitable soils for placement of the mobile home foundation. The inspection did find an area in the northwest corner, approximately 15 feet in the north-south direction and 30 feet in the east-west direction which will require additional excavation. This area is to be dug out to suitable soils, starting at the existing subgrade 'and tapering towards the northeast corner where approximately 12 inches of additional excavation will be required. Once the unsuitable material has been removed this area shall have crushed rock installed and compacted to bring the soil back up to the . surrounding subgrade elevation. It is the opinion of this office that the foundation subgrade has a soil bearing capacity of 1000 psf and will be acceptable for installation of the mobile home foundation once the unsuitable area noted above has been addressed. Please note that any additional construction on the site will require excavation of up to several feet deep to reach the native subgrade soils on the site since the fill gets deeper towards the east and north where additional construction could occur in the future. Also please note that based on the soils test pits, which were dug by this office several years ago, that any construction on 4119 South C Street, Port Angeles, will require excavation of several feet to reach native bearing soils. Please call me if you have any further questions on this matter. SincereN/ ~Udgel, P.E. Cc: ~ . ------ --~ Sweet Dream:;oProperties ~55566 Highway 1 01~ ~ Pgrt Angeles, W A 98362 Fc: IN 04328 r-- 519 South Peabody Street, Suite 22 Port Angeles,Washington 98362 (360) 417-0501 Fax (360) 417-0514 E-mail: zenovic@olympus.net INCORPORATED September 29, 2004 City of Port Angeles Building Department 321 East 5th Street Port Angeles, W A 98362 SUBJECT: 4121 South C Street, Port Angeles, Washington . Mobile Home for Josh 'Armstrong -Sweet Dream Properties, LLC Dear Building Department: This office has performed a site inspection of the soils in the foundation excavation for the proposed mobile home to be installed on the site noted above. Based on this inspection, it appears that the subgrade soils of the excavation, approximately 18 inches deep, are down to native or suitable soils for placement of the mobile home foundation. The inspection did find an area in the northwest corner, approximately 15 feet in the north-south direction and 30 feet in the east-west direction which will require additional excavation. This area is to be dug out to suitable soils, starting at the existing subgrade and tapering towards the northeast corner where approximately 12 inches of additional excavation will be required. Once the unsuitable material has been removed this area shall have crushed rock installed and compacted to bring the soil back up to the surrounding subgrade elevation. It is the opinion of this office that the foundation subgrade has a soil bearing capacity of 1000 psf and will be acceptable for installation of the mobile home foundation once the unsuitable area noted above has been addressed. Please note that any additional construction on the site will require excavation of up to several feet deep to reach the native subgrade soils on the site since the fill gets deeper towards the east and north where additional construction could occur in the future. Also please note that based on the soils test pits, which were dug by this office several years ago, that any construction on 4119 South C Street, Port Angeles, will require excavation of several feet to reach native bearing soils. Please call me if you have any further questions on this matter. Sincere~/ ~Udgel, P.E. Fc: IN 04328 Cc: Sweet Dream Properties 255566 Highway 1 01 Port Angeles, WA 98362 " 'U,;;, tC~L ~NGiNdRI~G. Ii · ~D sURvEYING I October 12, 2004 519 South Peabody Street, Suite 22 Port Angeles,Washington 98362 (360) 417-0501 Fax (360) 417-0514 E-mail: zenovic@olympus.net INCORPORATED City of Port Angeles Building Department 321 East 5th Street Port Angeles, W A 98362 SUBJECT: 4121 South C Street, Port Angeles, Washington . Mobile Home for Josh Armstrong - Sweet Dream Properties, LLC Dear Building Department: This office has performed a second site inspection of the soils in the foundation excavation for the proposed mobile home to be installed on the site noted above. Based on this inspection, the area in the northeast corner requiring subgrade excavation per the original inspection has been removed to acceptable bearing soil. Please call me if you have any further questions on this matter. SincereW . ~Udgel, P.E. Fc: IN 04328 Cc: Sweet Dream Properties 255566 Highway 101 Port Angeles, W A 98362 I D- 1 z"ol{ --'-' .~~ ;~-(.~Jl'ittt _'P' 'lIl o~ .. . ,~ ~ I~ i.J I / ,.,.,~ "- -; ,~ c S( l~i i <r; ~l i I I :1. ~r-"","_!!!.. ;, ~ .-. "-"liV' ~., 2346' /tfl , ,~ j , .., I i~ i rnEG-END i-.. > liJ 2: ~~8 " $J.^ '" '1 ~I ~t~ !JJ ~~ .~~~ i \3 ~~ 1--"-1 ~ ~'~ ~"I:' ~ " ~ '::) ~ ~,~ . .~, '. ," ~:! """>:\~j ~/! 8\"'9 ,~~ I ~.1 tAk I ... i;.", ! r. tt""l F~;"" ~ -_........~____ i I ~,,:.II/ I{W/:~~._-_._-_._--~----- -. ....--..- 'A' · I ';,> ! 7!<i _. ~ E ~~. Lj PI~? 'i7~~?~~.# I ~~ ~ I ~I {~'': I~ Ljl/q ~D CSt ...., ~ " ~ \J '\:'1: ~I.' i: /ir'.'!liTi IV 11,;;' .,.",,' -".C'~ LV ~ ~ ~ ~ I.t) ~,'tf~" ~~" "oJ ""'" rr ~ ..~ .~... k. I 1. ' , :tI 'J '\ I "'" ~,.. q--.---- f "~, k. "l ~ I' ~ ":"jl J"-.'S;1-t - '--'-n5 -;;;;-,-...----4 ..>. '" . I :-.; ., //" .' . , ~J" "</" .... '" ~2,' '1"'/\ , .' ,.,__ ' n ~~ ~I ~I ~~ij f ~~'~::>~l' ; f2/i;i5~SQ.-F~:':f \j~ ""-i (=; :'I''''J~'' - " ~ ~ ~ 'lo..J I -". . 1 . .t II') . '.-- ~~ 1::1 1 ',;, ',::". :;,,' . , I ~.,\Q..: f' - _.......~/.,...:\l:;. v . . ~~,. k.. ! _.-1 fit- ~,........_--~ ~ .~.~ ~"13 i.........1 / i '\ 'J - - I{L!-;----';-l ,s;: ~ 1\' I!) f"') \:!:) I r .1'..W <:;~1..{'~~<:'X-' 6'- 8.1.:......"."'" 7' {;} 7 ..'f\} I I _ ~....\ , , \) .'t/~ ~ Ih ~" ~I J <: ~ I,) ~ ~ ~. r;; I)::; ~ ~ ~ ~ }::. ~~ ~I ~ ,,"' ~ ~ . ~ I' '.' "', ,: ;' C"I A SURVt::r' ON n,e. H6.Si-: li-:GH)" '.,;..0; i-lATE SYSTt:M GRr0, NORTH ZONE. ALL BEARINGS ,...... .~",_;:_~.;.,.-'.;.X'-./l;: ';"" '~:,i.'.jr) (~:~~'D. ALL.. DIST..\HCf." ~.:;..c- '" TO SAID -Gf(r 0.. C i:. ',,\G ':, . " hOi~ IZONT ,\L GR0iJNO D1STAHC,:. & I 7'.6/.'.2&.-" ~5.E: Ct.U"N'E,f" OF .!JI.{)CK '7 l Qj- 1 2;507. 3 S6?FT.- ~$' OENOTES 1" CONDUIT WITH PLA5Tl C SIJRVI:Y CAP ~') 'r :\j-'!j :.:. .': :': .i. ? ~" ~: ',:' I ,i',NO j" POST. ^ ... .. ',,1'11 rt: (;U;,xD (:!~,~;';;;.~"~l b..... ./i::': ;...~ O'Y, .: '~'. ).-~ ~:)';~ ~() ~i:. I '.. .~.I ..:.: ;'. .. ::....,..:. , I,:OR, f.-oUU,-IC iJTILl'r\' F'U,".!-"os,SS. (f.NTE~go ON \-OT L-INE=., Ai3U1T!N6 ::->Tr-~E.T. r.:.)....~.l.~:...l ~~~~b~~sE~g~M~~~ ~$Ro~2~~i \. .. .. OF LOT i, ;~~~;j;!;,~~~~~~ o' . $'0 '/d.c~ 1.0111,;1 .!fCA.i.E //\-' ...1-"cd;- U~NOTES 15' WIDE EASEMENT FOR WATER PIPELINE TO ;:: ..~~~:~;. ;":.S-t:( ~:.:~.~)~ :./l~.\:. Al~.~~-:';~>,~~~~~~.~_\. 0:.7- r,,)L.C:'Ci<. "i, CJ-<.oFr==:; ADD'I"'-J. ;;'ioi;loJOTf.:$ kiGriT-01='-WAY . ,__ ;~':.~:.:;-";'C r-,J~.~C>jc.)'"'\'T~ D W1C t14G- ("UBLiC. ! 2~ 5#~ 5a .. /.- LOT " ~r-. '~ " ~~ ~ ~ '. ".'!l' \, \ \ii\i ~\ $t;; f~~;~:; ~ i~ "\ "< "I\. ,-' ,t'rl ~" , ,'I\.) ""'''i >-\"\ "; ;~I~~;~ ",;;.'''' "~ , l.~ ,~'r-~~"~- \~ If) j t~~ !Ill' :~ , "- ':-, , G} ~ ~~r\ <,,\ ~-J \) ,,' :'\ 51 ~~tJ I ~, ~ ~ ~ I ~~ l' .~ x ' ~'" " '\': ~ I),\) ~~; ~,,' -~~~l\ /- \3 ~ ~ ~ - -(" ~;~I wi ;~ ~ )..:> ,,,:1\. 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(I')IE' o/"'TNE N<:7.-1""T# /7,,9' / n<Ii"T OT BI.()CK 7 '. ,/ ---$d</5.'z.3'Ad"'L:' ,~ . " ., --ro c' -?61~; ,7c:7- _. _. #86" 23'..jf,.rw 2P7. /,:1' / ,n -r- :;} J_ ".it" l"----Jrt!. ..?-1f.. ~7;i' 5a r):- '\' 1:,- . -___1"1, ci / j,~ I~ l"l ~I~ ~ i'~ ~) ~~,::Y3" I ~l ~'.__."'"'.~''''''''''''''''-----''--~''---'11\. -( J ,~)' I I 1\) 1 ~ I i .~. / ,;(';:'5:9/- - I . -/O,:J:tl;9 - " I, N&'2j~.6'1 "', t'1 (,~ LOT ~) _~ ..c,., 2-1'... :52~r. N~6" .?3'-M'*W I, L F. Go END.. ~nf DENOTES PLASTIC STN'?El) AND )" X 3" WHITE GUARD POST. 1" COND\! IT W lTH SURVEY CAP ~"C.ljJj.:i;~ ! ??? 3"" THIS Pl^T J~ Ils\S':D ON ^ SVIWE.Y ON THE WASHINGTON t00R-OlNATE SYSTEM GRlVJNO~t~ zdNE. 'ALL BEARINGS i\R!;: RELATIVE TO SAID GRID. ALL DISTANCES ARE rn:.:'.;CCD TO SAID GRID, BEING .9)99~ (f HORIZONTAL GROUND DISTANCE. DENOI'i.".", F; JO';I, 10' E^S~N\Qj\jT FOI~ PUoi..IC UTILITY P'VKPOSS5. CENTE.Re:.D OI'-l \.-OT 1_INE, A BUjTIN6 ~TP,F..E:.T. . B, 1o#:57'2~" ,,~. :jo:f; Caf' /t'l:" ^''' .0;: !JL.oCi( 7 em l2b DENOTES EASEMENT FOR POWER PURPOSES FOR USE 8Y Q',INC::F;S OF Lor l, P~:~ih:~ni:m;~1~~rJm;~,::;:~.~,t~;g1_,. "', "" ,.:..f~b~ g[ J.~1.;{.i~t:.~~:~~ o :50 . /00 200 .:reAL!: /N FEf!T DENOTES IS' WIDE EA~fME~r ~OR WATER PIPELINE TO SERV!Cr:: Li',y Lt. AI..;D TH.;; No~,'I"H l:!Jf; Ft' r'~;(' ():' .'~II~: 2':;\'S.-I~ ~'(:'CI (;~;:',~.",:' OF Ol..()(;l:':' 7: <:'KOFT'S ADD'N. _ Og,,")OTE~ RI6!-fT-OF-'A1h";,' i.ee,NG DE-CleATED 'm ",',.; PUE>L1C, ~. ; I,;: ~. pOIiT 4 ..., :;.-l.. 0 .... '.,~~(". (;~(/' "" 'td~ t~ tr.~.~~ (/C'j~":'<-.) ~K:;AtloO . ELECTRICAL PERMIT APPLICATION ':o!'. OFHC!,'.L USE O~!!_Y IJ~I./kn .._...._.._.u_.___._ /',,,"U\ ~ ._ _ ____ _____~ Ij~Il::AI1I'I".",1 _____~~_ Lhl~ l~~ul::J .___.____.___ The Electrical Permit Application must be filled out completely. Please type or reprint in ink. If you have any questions, please call (360) 417-4735 Fax number: (360) 417-4711 Owner or Elec. Contractor Agent .fi ohs E Itt!-r,' C 'XVi L . Gs-e(;J~h~ne It S ') --6S~7 Fax ~ 0;;2 -91 'U ..,., 1.A' f Propert}' Owner: V OS /) IT( file Y. rc~ <; Addressl/,f;J1 cSkC'f e;,denSl"oYl Electrical Contractor: IJob S C f ec {r,' c. Mr, Address {}.;}-9.~ Wlfo/k {(J Phone: City Po IV- !l ~q e !PS 31 License #:,Jb/JSIfJ:~P: City fad if- nrJe feJ Zip 7ff:JV Phone lj S/ -b gg :> Zip 9R3 b ;l INSTAllATION WIRED BY: DOWNER ~lECTRICAl CONTRACTOR Credit Card Holder Name: Billing Address: City: Zip: Credit Card Number: Exp, Date: VISA: MC: PROJECT ADDRESS: I{! 9-1 C S free! e X:!ertS: oV7 TYPE OF WORK: Check gj) that apply: DNew o Alteration/Addition o Residential 0 Multi-family o Commercial t(' Mobile Home Sq. Ft o Remote Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump o Low Voltage 0 Telecom. 0 Sign Number of Circuits added or altered: DESCRIPTION OF THE ELECTRICAL PROJECT: ifDD CtYYl fJ , fhf-k/cu,/Serv,'ce -TnSfo/1 p/ Electrical Heat Load Additions and or Subtractions Service Information '=i Baseboard ::J Furnace :J Heat Pump :J Fan-Wall _KW KW TON_ LRA KW o Overhead Service o Temp Service fit Underground Service Voltage: Phase: 01 0 3 Service Size: Feeder Size: , hereby certify that / have read and examined this application and know that same to be true and correct, and / am 3uthorized to apply for this permit. I understand it is not the City's lega/ responsibility to determine what permits 3re required; it remains the applicants responsibility to determine what permits are required and to obtain such. .dE .,".,P C" Credit Card Holder's Signature: Owner or Elec, ConI. Signature: ~ ~ ~ G t".~~ (}J~ 1840 III _ ~ IrX PERMIT FEE: $ ::lElECTRICAlPERMITAPPLlCATION VI( \!J/ A\li - \ ~ 1/- ./6 - "f ~J \' Date: Date: Ji-/6-rJCf 18 .70 CITY OF PORT. ANGELES, LIGHT DIVISION -- STAKING SHEET PIl:IORITY, 2 SP[C!ALINSTRUCTlONS' LOCATIDNo 4121 C ST. EXTENSION INSTALL POLEMOUNT 'w'F0026346/01 \JFQ026346/02 PROJECT NLHIlOl, 9846 SHEET 1 Dr ENliINEEREDJY'~DATE,.J11.L.2Z.LO...4 CHECKED BYI/~4. DAmJi.~ DATEISSlJE!II REVIS(Jlo_ OCSCRIPTlONOFIJ[)R)(, SUIlSTATl!lH/fEEDER, r 1201 LlICATE: CDHPLETlON DillE. 1(-"2- OCr TIME. f} '"...." TRANSFORMER FOR NEIJ CONSTRUCTION FOREMAN! STARTDATEI fEEDERHAPl COPIES, HA1HT' _ INSP,-..!...- CRE'J'---L-. TEl'_ TV,_ 7-10 i ;1 HGRJ----L-TGTI',L.....5....- DEPT. I.D. PROJECT --.!....I...- ~ \;IF nn;:>f:.]4h/nl R. or> SYMBOLS, .-REMOVE E-EXISTlNG A-ADD POLE NUMBER SPAN W'IRESIZE POLE PRIMARY FRAMING UNIT TRANSFORMER MISC. GUY ANCHOR fT. Hie n~ U.R.D. KV, No. . E 1 56 AS 03 3-112cu, 1-116 <40/3"'- PF 3 02 >r IBO 2-116 Pr11l3- SO 0-4 A , 1 56 A5 03 '''}/~ PF -; C'i. 37 B om c; r'I'L PF107 . @ g I til ~I u h[; ~_ 86 B h__ IS} "' ~~-- FUTlJRE NEV CC1NSTRUCTION ,------ of'" -c: e: ifJ'I- J/.- I I \1}' 'I!~' '"' "'" ~k.lu I' ;EV CDNST~T1.0N _DNA "-~3\1) ==../ 4121 (c-r 3 ~- lA,'1 \% 1 37 ~ I x -" B g;; \ N 222 I . 'i I I" '205 CiRIDMAP,~ NUMBER, 4;.-;.::; (iJc,Gf: CDHPL[lED< f1u:,L- PtrchoslnQ'-L OTHERo_OPS. "117 z o lOT," ~ LLTf \. wg .u 2, ow ", PRlDRITY. I-EMERGENCY 2-NDRHAL SCHEDULE 3-CALl TO SCHEDULE "-FILL-IN \lORK lBO_ SECONDARY D.H.lU.G. SERVICE D.H.lU.G. SPAN (FT.l IJIRE SIZE SPAN (FD \lIRE SIZE 110 TPX_ CUSTOHER U/G M]SC, L REMARKS RECORDS PenclHo.p- Field Ho.1:I.Shee1:s_ Flx..dAss1:._ J P N Grid Ho.ps_ Fdr.Ho.ps_ Dls1:,Ho.ps_ S1:r.Ltg._ GIS IndexCo.rd.5---- TlLH/Co.rd5_ Engr, Cn.ck...-- CI. """ Mev NO BILL TO CUSTOMER CONNECT ST. L T L EXISTING CUSDMER TO NEIJ XFHR ,,- ,4" NOTESI \oIF0026346/01 BIll CUSTOMERI INSTAll TRANSFORMER & CONNECT NE\oI SERVICE \oIF0026346/02 NO BILL TO CUSTOMER REFRAME POLE, ~C6 fCLG REMOVE TPX RECONNECT EXISTING CUSTOMER BILL lABOR L MA TERrAL TO, Josh Ar",strong 333 GrlHlth Far", Roo.d Sequlf'l, IJA ~8382 Sweet Dreo./'Is Properties, LlC 255566 Hlgh.o.y 101, UNIT 2 Port Angll'lll'S PAID. 10114/04 o " ~ ~ ~ ~ '" A '"