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Home My WebLink About3109 City Lights Pl - BuildingI MEMO TO DEPARTMENT OF COMMUNITY DEVELOPMENT Brad Collins, Director 417 -4751 Sue Roberds, Assistant Planner 417 -4750 Scott Johns Associate Planner 417 -4752 Jim Lierly Building Inspector 417 -4816 Roger Vess Permit Technician 417 -4712 W A S H I N G T O N U S A DATE February 25, 2005 Larry Doyle Bulyding Permit File FROM: Scott Johns RE Site visit to 3109 City Lights Piace,jPort Angeles WA, February 25, 2005 I conducted a site visit to 3109 City Lights Place to determine the location of the proposed structure relative to the top of the ravine located at the south of the property I obse {ed that 20 stumps from recently cut trees remained on the ravine side slope By examination of the stumps, it is clear to me that not all of the trees that were removed were hazard trees. From my earlier site visit, I did not observe 20 trees that would be considered hazarous. A Cle ling and Grading permit exemption was issued for the removal of "danger, dead, and dying trees" on November 30, 2004 No further description of the work was included on the permit application and the trees were not marked in the field. That being said, the tree removal work was done carefully with the stumps being left in place, the debris from the tree removal was cleaned up properly, the soil surface was not disturbed and the existing understory vegetation is intact. From my observations, I don't feel that the stability of the ravine slope has been negatively impacted. Conversely the required 25 -foot buffer from the top of the slope has been highly disturbed and no vegetation remained and exposed soil existed at the top of the ravine Immediate corrective action should be taken. A silt fence needs to be placed at the top of the ravine to prevent erosion and sedimentation from taking place and impacting the ravine and stream. After the completion of the construction on the site, the 25 -foot buffer should be revegetated with native plant materials to maintain the quality and integrity of the ravine b 3," -L. 1 i N Q /06371 32 <7/1 I v fvc, VA "3/ zt?! 91q 5$71 V -3 7/ r g- r f7'7 6-14 C—c 3 NV/ RESIDENCY, 95 P al-r ryovy (Lj„ ---J_V Ty I JV1iti '21 7 d9 (\Vt Ns 0 \e SIT PLAN LOT 1 of CITY LIGFITS ESTATES SCAL 1"=10 LARRY St GENELLE DOYLE 3109 CITT LIMITS PLkOE PORT A.,IGELEL 9336 7.7 I 7, PLICANT PLICANT MAILING ADDRESS PLICANT PHONE NUMBER. NN PREPARER (tuonitect[Engineer): PARER ADDRESS PHONE OF PROPOSAL(stnxt address oriot bk.k r)- T '7 7� ollowing pages are for City use only- AS ;MIT EXEMPTION DUE TO: L4RPY 4 C G APPLICATION No CLEARING AND GRADING PERMIT APPLICATION CITY OF PORT ANGELES (2)o 0 ....7y Z./6w D rrv t G„+a x' 6 4- f mated amount of material, in cubic yards, to be excavated, Imported or exported: Yo R T b4 1. F,'S Cud /r`Ar 7 s E,rtrg7 N OF PROPERTY(tt not appilcant, Include tettter of authorization from property owner) c"sl /r7r c:r 4 if s i /14 14 k'F tJ7n i_� C�- 72�1, CRii OF PROPOSAL (Also Include plans, eketches or other information which would assist In our �7 n it 1 A 72-1 4-r 9'1 r4 Y 1 4 r L Q ,P D Q 12 rers a en i r '7 y1 l Q /tJ 7 s, n answer to any of the following questions is yes, an ESA application with a SEPA check list is required to be submitted with 3pptication and will be processed according to the City's consolidated permit procedures. Is the excavation or fill associated with the development of a parking lot for more than 20 vehicles? 4 Does the total amount of excavation or fill exceed 100 c.y ,t) Q 6"•'X c J 9-T vr7av Will any portion of the grading, excavation or filling occur within 200 feet of any of the following Shoreline, Stream, 40% or grater slope? If the answer to yes, please check the appropriate condition_ applicant hereby affirms and commits that the information submitted for this permit application is accurate and that the applicant will ly with the terms and conditions of the permit and the City of CI -atlfl GradingQ 6 (Applicankiwetilithorizeci represeve) (Date) ❑NOT EXEMPT. C G PERMIT REQUiRED Land clearing, grading, filling, sandbagging, diking, ditching, or similar work during or after periods of extreme weather or other emergency conditions that present immediate danger to life or property as authorized by the City Engineer Land Clearing order by the City Cou for abatement of a public nuisance. Removal of dead, diseased, or dam aged trees which might constitute a hazard to life or property+ Clearing by a public agency of a franchised utility within a public right -of -way or upon an easement, for the purpose of installing and maintaining water storm, sewer power cable, or communications lines_ Cemetery graves. E. EXEMPTIONS °F" THRU 1° SHALL NOT APPLY IN SITUATIONS WHERE PROPERTIES INCLUDE ENVIRONMENTALLY SENSITIVE Land is one acre or less, except wit I an adjacent area under the same ownership or chain of ownership has been similarly exempted so that the combined area is a greater than one acre and erosion control has not been reestablished. If a building permit Is Issued, no additional clearing, grading. or filing permit or associated fee will be required; provided that the standards established in this manual shall be applied to the issuance of said building permit Developments larger than one acre in improved areas served by paved streets, curbs, gutters, storm drains, and other drainage facilities. as authorized by the City engineer J Work, when up roved by the City Engineer, In an isolated, self contained area, if there Is no danger to private or public propertx proposed actin has been determined to be exempt from a Clearing and Grading Permit based upon the information vidpd by the ap 1lj t. The basis for this exemption is as checked above_ I /-36 -oV L- tl) 3 AY nior aagner'/ mate City Engi eer Date U Page 1 Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 Applicant or Agent: LA k A y C LC Phone 360- 4 di 9k t° Owner• 77 )10 LF FA O/ I f he Pis Phone Address S 1 n p OL 7:4y L /C/17S j 4 L City ✓a9 #2 Ava-<sz-ES Zip 98'3 690 Architect/Engmeer• Contractor cS6 L. State License Exp Address City- PROJECT ADDRESS 3 1 fo i 0/ 1 y L I ,i,/7-7.,s DG,¢GE LEGAL DESCRIPTION Lot: `7 Block: Subdivision. i CLALLAM COUNTY PARCEL NUMBER. f A 3 0 /S 7/ o o 7 Credit Card Holder Name: Billing Address: Credit Card Type VISA TYPE OF WORK. .X" Residential New Constr. Multi family Addition Commercial Remodel Repair MC O Re -roof Move Demolition Sign BRIEF DESCRIPTION OF THE PROJECT COMMERCIAL/RESIDENTIAL. Occupancy Group No of Stories. Lot Size. 9, 900 Existing Sq. Ft. Total lot coverage 16„ Ei PLANNING USE ONLY BUILDING PERMIT APPLICATION G Phone. City ESA/Wetland(s) Yes No SEP Checklist required? Yes No Other FOR OFFICIAL T SE ONL Date Rec. Z. s L I` efmit OS- jam. ate Approved Date Issued. Phone Zip ZONING RS 7 0 1 ?Y 2/c A' 73 6 0000 Exp. Date: SIZE/VILUATION 1 ZZ SF 67,76 /SF 1 5`d 10 cG 7(3 SF 24 /SF d 8.21 /,3T SF @$_/q,S3 /SF Z6 L(n 4e Stove Garage Deck Other TOTAL VALUATION 11 2 747 0 c /(,6W O,uE S 1o €S OEAlGE Occupant Load. Construction Type Proposed Sq. Ft.3t 3 TOTAL Sq Ft.3 19 APPROVALS. PLAN BLDG DPWU FIRE OTHER. VALUATION OF CONSTRUCTION In all 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 Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the buildmg permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF REVIEW If no permit is issued within 180-days of the date of application, the application will 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 R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and exa this application and know the same to be true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's t I must obtain such permits prior to work. T•\RVESS\BLDG- forms- brochures\2004- Buildingpermit.wpd Applicant: /L Date: ■;f1 I-16pr ?,4 0-- NEW RESIDENCE, ,93 0 7 SITE PLAN LOT 7 of CITY LIGHTS ESTATES SCALE: 1 '=-10'0' LARRY GENELLE DON"( V 3109 CITY LIGIITS PLACE PORT ANGELES GO 9113 7 7F 6 0 Backflow Assembly Test Report City of Port Angeles Public Works and Utilities Department WaterlWastewater CollectIOn DIvIsIon Official UseS!nly A"cm # 5- I e;, R~'Cclvcd NAME OF PREMISES: SERVICE ADDRESS: LOCA nON OF DEVICE ASSEMBLY LAxI<r J I :) -'7 p {/ ,{-<? t, t -). . ,~. :" t; ," I} 11 WE r~ (jI - /i t/ II ~</ j~ t .'1 i' ~ r J I'? if' ~ ~ \ ~, --- ~ C / "7 j" s 1.-; / I" 'f ;-:~') ( "'" -; ~.. I- Manufacturer Model IS THIS AN APPROVED ASSEMBL Y? YES 19~ 0 Size Senal No IS ASSEMBLY INSTALLED CORRECTL yo) YES"IT NO 0 DATE OF INSTALLATION UNKNOWN 0 REDUCED PRESSURE PRINCIPLE ASSEMBLY RP 0 RPDA 0 DC 0 DCDA 0 PVB 0 All G<lp 0 DOUBLE CHECK VALVE ASSEMBLY SVB 0 AVB ~. CHECK VALVE #1 CHECK VALVE #2 RELIEF VALVE PVB/SVB InitIal Leaked 0 Leaked 0 DId Not Open 0 AIR INLET VJ Closed Tight 0 Did Not Open 0 .......... Test Held at _pSI Opened at _ pSI \) Held at _pSI Opened at _ p" ~ RepaIrs Cleaned 0 Cleaned 0 Cleaned 0 CHECK VALVE Leaked 0 Held at _p~1 Replaced 0 ~ Replaced 0 Replaced 0 C\ REPAIRS Cleaned 0 DetaIls W Replaced 0 3 pSI Buffer YES 0 NO 0 ............... Fmal Closed Tight 0 AIR INLET Opened at _ pSI ~ CHECK VALVE Held at _pSI Test Held at _pSI Held at _pSI Opened at _ pSI BACK PRESSURE NO 0 YES 0 ~ AIR GAP INSPECTION I REQUIRED MINIMUM SEPARATION YES 0 NO 0 - TYPE OF HAZARD ~ COMMENTS Lme PressUI e _pSI / II /' S';'7 C C 7' C P I ;;'? /) f':y i: tP YESO NO 0 '4~ Held Backpressure Ji.I/./l I J' A v/)/ """'7- I~ / 7 ..} .'/ (' C #2 Shutoff Held YESO NO 0 /} { ~ - ./ I t,. t . --l' _ ~... Rehel' Valve ExercIsed YESO NO 0 DatelTlIne Testel Signature Cert # Test KIt Passed Failed InitIal 7'/(.jY .p '1 ,,:'J LI , " ~ 0 Test h':' K2 If . ~~;A f ~ V ...-;/,;t' ~~~ Oc)}-vY , , -. : RepaIrs 0 0 Fmal 0 0 \ Test WHITE - CUSTOMER COpy YELLOW - PURVEYOR COPY PINK - TESTER COPY " MEMO DEPARTMENT OF COMMUNITY DEVELOPMENT Brad Collms, Director 417-4751 Sue Roberds, Assistant Planner 417-4750 Scott Johns Associate Planner 417-4752 Jim Lierly Building Inspector 417-4816 Roger Vess Permit Technician 417-4712 3l0~ ~t\ klY~.s FORTANGELES WAS H I N G TON, U. S. A. DATE: February 25,2005 TO: Larry DO~Ye Bu'l ing Permit File Scott Johns I Site'visit to 3109 City Lights Place, Port Angeles W A, February 25, 2005 FROM: RE: I conducted a site visit to 3109 City Lights Place to determine the location of the proposed structure relative to the top of the ravine located at the south of the property. I observed that 20 stumps from recently cut trees remained on the ravine side slope. By examination of the stumps, it is clear to me that not all of the trees that were removed were hazard trees. From my earlier site visit, I did not observe 20 trees that would be considered hazarous. A Clearing and Grading permit exemption was issued for the removal of "danger, dead, and dying trees" on November 30, 2004. No further description of the work was included on the permit application and the trees were not marked in the field. That being said, the tree removal work was done carefully with the stumps being left in place, the debris from the tree removal was cleaned up properly, the soil surface was not disturbed and the existing understory vegetation is intact. From my observations, I don't feel that the stability of the ravine slope has been negatively impacted. Conversely, the required 25-foot buffer from the top of the slope has been highly disturbed and no vegetation remained and exposed soil existed at the top of the ravine. Immediate corrective action should be taken. A silt fence needs to be placed at the top of the ravine to prevent erosion and sedimentation from taking place and impacting the ravine and stream. After the completion of the construction on the site, the 25-foot buffer should be revegetated with native plant materials to maintain the quality and integrity of the ravine. v-> " ~ 'C C\ ~'1 ""'- ~ ~ ~ ~ ~ ~ 50 -.s:-z - 'e ~"Cqo' ~5l <1-''-'OIf~ 9.'Q. /J~~g 9b'fl -;Y?;Hn~ . -zI?-Hcg.. 5) ~ I T~ I r b'"3?1 QLN I H 74::/ 0 0' '7 rv-;J J...Q N . j . .' ;J tvY'\!?/ -;}Q fV.-7/o fY ) <?$2 ;J 2.. J" 1 M -9>1'0)'1 -=:1.J-V7JQN I bNJ~dJVW 7..1-1 e .:?' <;:t-rytl(j ?/' l.LIffY /fYl r'OI4:l-'-~ '73P(f C iT; 1.-1 &.Lf I~' f t- r+ LC "~ ","3 ~- \ \. i \ \ Jl,7J <=;2---/10 ~ Ti I ('~f(j ??~ ./ {\(]~ u ~J d.? ~('VP rv?~~)..'7 G-e ., \ .so If' ,,- " I ~ " \ \ SITE PLAN LOT 7 of CITY LIGHTS iCST A TES SCALE: 1"=10'0" -11 . ,0 ,ci " " v LARRY.r GEI'I,'LLLE DOlLE 3109 em LlGrrrs flU.a: ponT !:"GELES "~QaJ62 0.. \J ::T"':' -7,,, '<I : ~.___ I , : ;- /_0_ , . , i , . , ," i :-7-o__t i I i I i ...7 TlU'SroENCE NEvyl'J'! d- 9 53 ;;~ F" _. ____ __7g~O'1 I I I < I ,Q ( '-'1 I 0, --~ I I I I J . . ; 0-- - .. - -/\ ~ i () -I ~ ~, /5"0/- 7" ___nJ . -} ~,/ ;.:" 13~'),' i -----,_.1 !2$.lj: " 139 : - ~ ..< ~4: 1, --".,~"^$ , '" ~, t , / / / ' I .; ,_,/Jh _ W'~; ,"..... ~ . hr_;- ""'^... ~ ~~_ ---,--" -^,( ,'. / / i "201 l " I " '\ '\" '-- "'v"" "- ". "''\ \ -~" i" -,,--, ,-",--- 1 , _"I " <''''.....,,, <' ~ \ '"':,:m ".~... ,- 'y(" '\ \, " \ ~T~" ~;;}; J ! / 'v, 'Nv ';i \ l>~'~<~ J , . ( , 120 1, 1 ' ~""",,,l ~..w"- ."'....... ~""'~ __._... r - - -~ '''--'i r i" --," ,~~ 1"'-- ! ._ r ~->^*-.....- ~--:-~- ,~ ! l ~h ) _ ,i $_,.:>3f02 ? l' 'I , \ , 'F ~ t.:-, i 3;7/{.. ' ,C.:" _L __1_ - 1 , L......__ _ ~ I --"--1 ~~~~ ~",,j 0: UJ E Ol .:i 2:- <3 ;"h .... __~ ~~ __ _^ i I I I ! I i i - I ,-- ----__J , , , I ! ~ ---~--~ ~ ........ -~.,.., -d.. .......~ "'" ~ ~ -.......... ~ "~'_w..~=.~ \ \ ~:~" ' , 1 / '> , ~ Af:~';, ':, )\ ! /(,/~t}~;-:;f' :, ~ ~:~~~_......__ : ~ ",/ ';,~; ~},,{;f~~, {:-. \, / --'--, ,/, '-"- ,,,,\,, , r ~<~'),:,."" ./' ".........., d~/ ~ 1 ,,/(/ j'-h '''~', t_......, ~ I / /~"-L" ,,\ : I / f;''t,',i,<:",>-., I I j / A > 3ffld,<""',/ f i, l " ...,)'~ f "~~;j<l I i 'V 1 ! '-, -'" ! I ";) '\"'~ i ! ,-r-b f'o;;<C "- "~ \,f i 1 : , i S.i-€- i 1 ; I -'~ --------.-- ------~_L_. ....-- i ~/ ~/ ._,~._..~I < --.. "M ~ .......~_ , ' / ; ~ / . , , \ I f I .-' .,..o~ / /, ~ < fl //.. -,(.""'''~ \ ':;:';:0;'\ \ " / /,:. ~/ <::~" ,:..,J"'.:: ' ",,_~~~ J~/,/.{/'~;':-, " '. '--,.~z..-/ ,'.o!'~/', -=...- / '\ ^ ./ l' " v' I I, i \ ;, ' '- < i ) /' ',~ 1~1 f"'. =~-, 2f',8 ! V"rllrnl Datum = NA VD liB Horr:r.ontal Datum = NAD 83/91 ~ Area lV[liP TIllS map IS not IIltellded to be IIsed as a legal desCl ,ptlOlI ThiS m~~Jd:,~'~ i/l~ ~s !:~(~ILe~~~~' l!'~ ~~ ~fU!f~U~~ .:~I~;~d !~~_I': ~1~f~I~~ ~~f:d!I:,p(jSt?S ~.1.... {~..:.: '_. Vlewcresl Ave. ~--~'" ,,~" ----- -----.----- / .----______1 " / ...., ~- I. _____ _ __ ~ '''''''~""'''"''"y^~=~- ~, / :1 : t ~ ~ f ,I" "J r. I i I i i; ; I, 'I '1"'< , 'f'!'l r.~:"l ' ' ---=:. - '-' I I ,I' ~'" I ~" , , I i I r- ----. I i I ! r- I i.._._ 8. ~;;....." GITY C>F PORT :ANI, DEP ARTMEW OF COMMlJNITY DE\TP:t<j' , 321 EAST 5TH STREET, PORT A ''!<'~r.:\' -,' -"';:,~"~.). - ~ ,~'- - -_j_l<"_~.Q '''~4 " .' . ,~,-:.:-' " "" ~ ~ ES ENT - BUILDING DIVISION U~S, WA98362., Application Number Pin' nUmber . . . . Property ~dress AS$ESSOR.PARCEL mJMBBR: Appiicat;iondescription' Subdivision Name Property Use' . . . . Property Zqning . . . Application valuation RS7 RESDNTLSINGLE FAMILY 500 Owner ----'-------~--~-------~- DOYLE FAMILY TRUST :n21CITY LIGHT'PL PORT ANGELES WA 983626905 --------------------------------------------------------~-------~--_._-,-----~ Permit .. ',' Additional d~sc Permit Fee . . Issue Date 'Expiration Date Unit PLUMBING.PERMIT 54.00 7/15/04 1]12/05 Per Permit Fee Total Plan'Check'l'otal Grand Total 54.00 .00 54:00 54..00 . .. .00.., 54.0~ .f' .po .00 .00,. Fee. sUIl1IlIary Charged ~ () '-0 [) ,.~ BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FORBUlLDING INSPECTIONS. CALL 417-4735 FOR ELECTRlCALINSPECTIONS. -......,..,' PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,.INSULATBOR CONCEALANYHrQIllfBEIrQRE. . INSPECTEJ) {'fNp ACCEPTED~ POST PERMIT IN A CONSPICUOUS LOCATION. .' .. . KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.' INSPECTION TYPE DATE I ACCEPTED C' ccC' . ..... .........,. " -,r',;' I YES I NO . ;.. . >,.;eY',"'" .... '.. ~: -cc . '", ..' ..... FOUNDATION: . '.' FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS '.' " ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: 1# . ROUGH-IN I' ., . .' .... .. PLUMBING . UNDER FLOOR I SLAB ROUGH-IN WATER LINE (METER TO BLOG) GAS LINE' . . BACK FLOW I WATER '. 0 . .. AI~ SEAL WALLS t CEILING '. I I FRAMING JOISTS I GIRDERS .' SHEAR W ALUHOLD DOWNS . WALLS I ROOF I CEILING . DRYWALL (INTERIOR BRACEDPANEL ONLY) T-BAR . INSULATION SLAB I WALL I FLOOR I CEalNG ". I MECHANICAL . HEAT PUMP '.' GAS LiNE WOOD STOVE I PELLET I CIDMNEY HOOD I DUCTS . . PW UTILITIES I SITE WORK (EngineeringDivision)SEPARA TE PERMIT #'5: WATERLINE I METER SEWER CONNECTION '. . SANITARY . . STORM PLANNING DEPT; SEPARATE PERMIT 1#'5 SEPAl PARKlNGILIGHTING . ESA: LANDSCApING " ... ..-." . "', ~,. '''SHOREI:mE:' ". .'. '. .' '. ., ~. j." ,$" ',..",J.>, ..< .....c. -.~ , '; .,nJll;\L.IJIl~P~9I9l'l$.:~9uIRED PRI()~ T();~J!~~qy!!,~~;. . " , . RESIDENTIAL . DATE:.. >1' YES . NO ,.COMMER<:IAL DATE.... .: A(;(tE.P,'JED ....... ., .... ..... ; "YES F. NO ELECTRICAL. LIGHT DEPT. ...... . " " ..,;' 'cr 4174735 ELECTRICAL . . LIGHT DEPT . . '.' ." CONSTRUCTION R. W.I PWI ~~3-o1 RfJ, . 417,-1807 CONSTRUCTION - R. W. . ~G~ERlNG PW I ENGINEERING FIRE . 4174653 . .-:t> FIRE DEPT. . I' ' .. ,.,. . PLANNING DEPT. 417-4750 PLANNING DEPT. "'. ,. . "':' - -.c-.... I.. .,.'.'. ,,' BUILDING 4174815 BUaDING T:\PLANNlNG\FORMS\1102.l5 [11/1412003) rr S "'-r..? CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 "::AST 5TH STREET . PORT ANGELES. W A 911362 :& Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 05~00000109 Date .243861 3161 CITY LIGHTS PL 06-30~15-7-6-0070-0000- RES NEW SFR 3/17/05 172747 Owner Contractor DOYLE, LAWRENCE J/GENELLE A 3109 CIITY LIGHTS PLACE PORT ANGELES WA 98362 (360) 457-4966 Structure.Information Construction Type OccupancY' Type Other struct info OWNER NEW 2286SF SFR W/ATT 768SF GARAGE TYPE V NON-RATED SINGLE PAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 160.00 V-N 1. 00 1. 00 19900.00 3193.00 3193.00 1.00 w '- ~ ....... permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE ELECTRIC SVC./60A TEMP. ELECTRIC SERVICE 42.20 Plan Check Fee 3/17/05 Valuation 9/13/05 .00 o ~ '- ~ ~ Qty 1. 00 Unit Charge Per 42.2000 ECH EL-TEMP SRV - 0-60 SRV FDR Extension 42.20 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 well,sor piped to approved storlll drain locations. Proposal will result in sf res in RS-9 w/esa.. Exemption was given due to dangerous trees; however buffer must be revegetated prior to f1nal approval of construction. Silt fencing must. be immediately installed. Lot coverage and setbacks are good. No other land use issues are noted. Electrical load calculations and elctrical permits are required. $713Ccmnect . Fee. Applies Any modifications to the city's electrical facilities will. be .at.the customer's expense. Sanitary sewer co~ectioninspection is required by Public Works .prior to back fill of ditch. Construct driveway to City Standards. No concrete with exposed aggregate allowed in the City road right of way. f'. ~ l COMMENTS/ACTION NF;EDED ELECfRICAL PERMIT INSPE~JON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COJlER. INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCJtPTD) COMMENTS I YES NO Ul1'liH IHlllliH-IN I (';UV~K . ~C.l\. V ICE . . ....IND.I I . , t GENERAL COMMENTS: PW-II02.U (06) g ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98:162 .. . Application Number . . . . . 05-00000109 pin number . . .243861 Page 2 Date 3/17/05 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 ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42.20 42.20 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1816.70 1816.70 .00 .00 COMMENTS/ACTION NEEDED , ELECfRICAL PERMIT INSPEQ'JON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MJNIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER. INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES I NO lUll :H IU II I( -rH_IN I COVER SbRVIGH J .FINAI 13/1/oS RU:-J I , , , , GENERAL COMMENTS: PW.II02.1S (4196) L___ i pORT~.A tO~ rGii ... -=-'" ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 03-00000696 Date 12/29/03 3109 CITY LIGHTS PL 06-30-15-7-6-0130-1000- RES NEW SFR RS7 RESDNTL SINGLE FAMILY 132766 Owner Contractor DOYLE FAMILY TRUST 3121 CITY LIGHT PL PORT ANGELES WA 983626905 OWNER Structure Information Construction Type Occupancy Type Other struct info NEW 1593 SF SFR & ATTACED GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 28.90 V-N 1.00 9273.00 2682.00 2682.00 1. 00 W '-. ~ '-t) Permit Additional desc Sub Contractor Permit Fee Issue-Date Expiration Date ELECTRICAL NEW RESIDENTIAL ELECTRIC SERVICE 138.90 Plan Check Fee 12/29/03 Valuation 6/27/04 .00 o Qty 1.00 3.00 Unit Charge Per 70.8000 ECH 22.7000 5C EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL 500 Extension 70.80 68.10 ~ ~\~ ~ther Fees. . . . . . . . .. SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 - < \ ~ ~ ------~r--------------- -------- Fee summary , Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 138.90 138.90 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1913.40 1913.40 .00 .00 ~ ~ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period cW180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspectio~. _~hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws !3!:lc,tQ~aJI}~!:\(;;E}~ ,governing this type of work will be complied with whether specified herein or not. The granting of a 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 construction. Signature of Owner (if owner is builder) Date Signature-Of Contractor or Authorized Agent Date T.\PLANNING\FORMS\I )02 15 [11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRlCALINSPECTIONS. 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: FOOTINGS WALLS FOUNDATION ORAINAGElDOWN SPOUTS ELECTRICAL (LIGHT OEPT) SEPARATE PERMIT # . , ROUGH-IN /'1,/2,'1/03 l..no PLUMBING 7 I UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLOG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLO DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT #'s WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEP A- PARKINGILIGHTING ESA. LANDSCAPING SHORELINE' FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ilj~4 k/J ELECTRICAL LIGHT DEPT , ( CONSTRUCTION - R. W. CONSTRUCTION R. W.I PWI ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102.15 [11/14/2003] ~ pORT ~ l'O~~ na ... -=->t' ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 03-00000696 Date 12/18/03 3109 CITY LIGHTS PL 06-30-15-7-6-0130-1000- RES NEW SFR RS7 RESDNTL SINGLE FAMILY 132766 Owner Contractor DOYLE FAMILY TRUST 3121 CITY LIGHT PL PORT ANGELES WA 983626905 OWNER Structure Information Construction Type Occupancy Type Other struct info NEW 1593 SF SFR & ATTACED GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE V-N NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 28.90 w "'- \) -.....0 1.00 9273.00 2682.00 2682.00 1. 00 Permit Additional desc Sub Contractor Permit Fee Issue_Date. . . Expiration Date ELECTRICAL NEW RESIDENTIAL T-STAT WIRING AIRFLOW HEATING 35.30 Plan Check Fee 12/18/03 Valuation 6/16/04 .00 o ~ "- ~ \"\ "- ~~ ~.. \ Qty Unit Charge Per 1.00 35.3000 ECH EL-LVT-FIRST THERMOSTAT Extension 35.30 Other Fees . . . . . . . . . SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 ~ Fee sununary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35.30 35.30 .00 .00 Plan.c,G~~c:k Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand:~~~al 1809.80 1809.80 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced 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 granting of a 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 construction. Signature of Owner (if owner is bUilder) Date Signature of Contractor or Authorized Agent Date ..,:. T \PLANNfNG\F:ORMS\1102 15 [11114/20031 r _......._, (' 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 BEFOI,l.E 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 NO FOUNDATION: FOOTINGS WALLS FOUNDA TION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPD SEPARATE PERMIT: # I ROUGH-IN 1/1./2, ~/A ~ ~ PLUMBING 7 ~ UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERlOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (EnglOeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'5 SEPA PARKINGILIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRlCAL - LIGHT DEPT. 417-4735 e/;I/"r /1aO ELECTRlCAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R.W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T.\PLANNING\FORMS\1102 15 [11/14/2003] , to.1..... l..O~f(~ ,. 'IL -=-- --=- ~~ " CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation .....f . 03-00000696 Date 3109 CITY LIGHTS PL 06-30-15-7-6-0130-1000- RES NEW SFR 132766 Owner Contractor DOYLE FAMILY TRUST 3121 CITY LIGHT PL PORT ANGELES WA 983626905 OWNER Structure Information Construction Type Occupancy Type . . . . . Other struct info . . . . NEW 1593 SF SFR & ATTACED GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES NUMBER OF UNITS Permit Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 1202.05 7/21/03 1/18/04 Plan Check Fee Valuation Qty Unit Sharge Per BASE FEE 33.00 5.6000 THOU BL-100,001-500K (5.60 PER K) Permit Addit;:ional desc Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 90.70 Plan Check Fee 7/21/03 Valuation 1/18/04 Qty Unit Charge Per BASE FEE 1.00 14.7000 ECH ME- INSTALL 100- FAU 4.'00 7.2500 ECH ME-VENT FAN Permit Additional desc Permit Fee Issue Date Expiration Date PLUMBING PERMIT 139.00 7/21/03 1/18/04 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 9.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1.00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1,00 15.0000 ECH PL- EA. BLDG SEWER 1.00 7.0000 ECH PL- EA.WATER HEATER Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Fee sununary Charged Paid Credited 7/21/03 1. 00 4~0.82 132766 Extension 1017.25 184.80 ()J """'- () -0 .00 o o . ~fi'~ 0 ~0 ~ ~ qc )-- ~ ~ Extension -47.00 14.70 29.00 .00 o Extension 47.00 63.00 7.00 15.00 7.00 co )- 745.00 4.50 1025.00 Due Separate Permits are required for electrical ~ork, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced 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 granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law re atlng onstruction or the performance of construction. Signature of Contractor or Authorized Agent Date T \PLANNfNG\FORMS\1102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING 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 YES I NO FOUNDATION: FOOTINGS WALLS , , FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT. II ROUGH-IN I PLUMBING UNDER FLOOR / SLAB , ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT 11'5 WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT 11'5 SEPA PARKING/LIGHTING ESA' LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERJNG 417-4807 PW / ENGINEERJNG FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING , , T \PLANNING\FORMS\1102 15 [4/2002] r/ 'PORT ~ t ,<"~~~ Ur-Gii~ ~ -- ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Permit Fee Total Plan Check Total Other Fee Total Grand Total 1431. 75 480.82 1774.50 3687.07 03-00000696 1431. 75 , 480.82 1774.50 3687.07 Page Date 2 7/21/03 .00 .00 .00 .00 .00 .00 .00 .00 , , Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction orwork 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 granting of a 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 construction. Signature of Contractor or Authorized Agent Date Signature of Owner (If owner is builder) Date T \PLANNlNG\FORMS\II02 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL 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 YES NO FOUNDATION: ~'" FOOTINGS ') -")JoI-e.." J,J..s WALLS ~-J-IJ~ J. J.., FOUNDA nON DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN j27Glo~ JLC WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL " . ",,(j1 \LV WALLS CEILING T-?;U I FRAMING I JOISTS / CiIRDERS SHEAR WALL 1--Zq..611 lLL WALLS / ROOF / CEILING 1-20-D4 .JLL. DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING j... 2~"'C>L{ Ll' J I MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT #'s W A TERLfNE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 4]7-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 lQ- /1- (9)/ J..L BUILDING T \PLANNING\FORMS\1102 15 [4/2002] PREPARED 8/11/04, 12 43 50 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 8/11/04 3109 CITY LIGHTS PL 01 7/24/03 7/24/03 8/01/03 8/01/03 1/20/04 1/20/04 1/20/04 1/20/04 1/26/04 1/27/04 1/29/04 1/30/04 8/06/04 8/06/04 SUBDIV PHONE PHONE DOYLE FAMILY TRUST 06-30-15-7-6-0130-1000- 03-00000696 RES NEW SFR PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING AIR SEAL LARRY 457-4966 BUILDING FRAMING LARRY 457-4966 BUILDING INSULATION Larry BUILDING SHEARWALL Larry 457-4966 Interlor shear walls BUILDING FINAL Larry 457-4966 metal duct tape/house numbers/selzmlc strap on w/h BUILDING FINAL LARRY 457-4966 flnlsh electrlcal lnspectlon correctlon ltems before '""_O'___.!\fifi'irt'~___!~:!~;~::~:::'::' N"" ______________________________________ BL1 BI2 BAIR 01 BL3 BLI BL9 BL99 01 BL99 02 01 01 01 01 8/09/04 8/09/04 JLL AP JLL AP JLL AP JLL AP JLL AP JLL AP JLL DA JLL CA BUILDING FOUNDATION FOOTING TIME 17 00 BUILDING FOUNDATION WALL TIME 17:00 PREPARED 8/09/04, 12:09.08 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 8/09/04 3109 CITY LIGHTS PL 01 7/24/03 7/24/03 8/01/03 8/01/03 1/20/04 1/20/04 1/20/04 1/20/04 1/26/04 1/27/04 1/29/04 1/30/04 8/06/04 8/06/04 SUBDIV PHONE PHONE : DOYLE FAMILY TRUST 06-30-15-7-6-0130-1000- 03-00000696 RES NEW SFR PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING AIR SEAL LARRY 457-4966 BUILDING FRAMING LARRY 457-4966 BUILDING INSULATION Larry BUILDING SHEARWALL Larry 457-4966 Interlor shear walls BUILDING FINAL Larry 457-4966 metal duct tape/house numbers/selzmlc strap on w/h BL99 02 :iIfiI09 04 ~~ BUILDING FINAL ~ LARRY 457-4966 ----------- - ----------------------- COMMENTS AND NOTES ------------------------------------__ BL1 BI2 BAIR 01 BL3 BLI BL9 BL99 01 01 01 01 01 JLL AP JLL AP JLL AP JLL AP JLL AP JLL AP JLL DA BUILDING FOUNDATION FOOTING TIME: 17.00 BUILDING FOUNDATION WALL TIME 17 00 PREPARED 8/06/04, 12:37 36 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 8/06/04 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER. 3109 CITY LIGHTS PL SUBDIV: PHONE PHONE DOYLE FAMILY TRUST 06-30-15-7-6-0130-1000- 03-00000696 RES NEW SFR PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/24/03 JLL BUILDING FOUNDATION FOOTING TIME 17.00 7/24/03 AP BI2 01 8/01/03 JLL BUILDING FOUNDATION WALL 8/01/03 AP BAIR 01 1/20/04 JLL BUILDING AIR SEAL 1/20/04 AP LARRY 457-4966 BL3 01 1/20/04 JLL BUILDING FRAMING 1/20/04 AP LARRY 457-4966 BLI 01 1/26/04 JLL BUILDING INSULATION TIME. 17.00 1/27/04 AP Larry BL9 01 1/29/04 JLL BUILDING SHEARWALL 1/30/04 AP Larry 457-4966 Inter10r shear walls ~~~~_:~____J;?~~:~__~~______~~::~:N:O::::::-:::6NOTES ______________________________________ ~(5{ ~t'L- tbtcw-p wit-{ l\oJSt1" tt~ <;.. \ vwz/ .., · J <1-( 't--.... f e. 0 V ci1 w D IC- iz... PREPARED 1/26/04, 12 13 13 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 1/26/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 3109 CITY LIGHTS PL SUBDIV PHONE PHONE DOYLE FAMILY TRUST 06-30-15-7-6-0130-1000- 03-00000696 RES NEW SFR PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/24/03 7/24/03 a/01/03 a/01/03 1/20/04 1/20/04 1/20/04 1/20/04 1/26/04 BUILDING FOUNDATION FOOTING TIME 17 00 BI2 JLL AP JLL AP JLL BUILDING AIR SEAL AP LARRY 457-4966 JLL BUILDING FRAMING AP LARRY 457-4966 ~ BUILDING INSULATION Larry ------------------------- ----------- COMMENTS AND NOTES -------------------------------------- 01 01 BUILDING FOUNDATION WALL BAIR 01 BL3 BLI 01 TIME 17 00 PREPARED 1/29/04, 11 22 07 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 1/29/04 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 3109 CITY LIGHTS PL SUBDIV PHONE PHONE DOYLE FAMILY TRUST 06-30-15-7-6-0130-1000- 03-00000696 RES NEW SFR -----------------------------~------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 7/24/03 JLL BUILDING FOUNDATION FOOTING TIME 17 00 7/24/03 AP BI2 01 8/01/03 JLL BUILDING FOUNDATION WALL 8/01/03 AP BAIR 01 1/20/04 JLL BUILDING AIR SEAL 1/20/04 AP LARRY 457-4966 BL3 01 1/20/04 JLL BUILDING FRAMING 1/20/04 AP LARRY 457-4966 BLI 01 1/26/04 JLL BUILDING INSULATION TIME 17 00 1/27/04 ~~~ Larry '"'__O'_~~--~---::;;:'~::::::::1:::"::;,:".:"-w."'---_________________________ PREPARED 1/20/04, 13 11 57 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 1/20/04 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 3109 CITY LIGHTS PL SUBDIV. PHONE PHONE . DOYLE FAMILY TRUST 06-30-15-7-6-0130-1000- 03-00000696 RES NEW SFR ------------~---------------------------------------------------------------------------~------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 7/24/03 7/24/03 S/01/03 S/01/03 1/20/04 BUILDING FOUNDATION FOOTING TIME. 17 00 BI2 JLL AP JLL BUILDING FOUNDATION WALL '= BUILDING AIR SEAL LARRY 457-4966 1/20/04 ' BUILDING FRAMING LARRY 457-4966 -------------------------- ---------- COMMENTS AND NOTES --------------------------____________ 01 BAIR 01 BL3 01 PREPARED 12/05/03, 12 27 56 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 12/05/03 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 3109 CITY LIGHTS PL SUBDIV PHONE PHONE DOYLE FAMILY TRUST 06-30-15-7-6-0130-1000- 03-00000696 RES NEW SFR PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT DESCRIPTION RESULTS/COMMENTS PL2 ~ -------------------------------------- COMMENTS AND NOTES -------------------------------------- 01 12/05/03 PLUMBING ROUGH-IN TIME 17 00 CITY OF PORT ANGELES . / DEPARTMENT OF PUBLIC WORKS V . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date Time Received by C/ 'j Lt~ \iJ 't') \../ l r '- I Phone No. C{C; 1 - 49~& Permit No. l () j (~ (phone, person) Location of Work to be inspected Name of person requesting inspection L.'t 0- fL \J Address of person requesting inspection ,; .' Type of Ins e' . cle appropriate one): Sew Framing Chimney Plumbing Final Sewer Excav. Other 2/0, s~" v~ ~I INSPECTION NOTE~ Inspected: Date t;; Remarks: Time---.fJ PI.{ BY~ ofR RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC D Other D Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) .. j CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: D J I H / ? C/.' 'L J ~ CnJ ate ((;2-! 10,/ Time -ff--r ~T Received by 0f-e.t./J) ~ person) location of Work to be inspected ~ : ~1t L.I~ t Name of person requesting inspection , '" t ' Address of person requesting inspection Phone No.4 57 tf c;t,C Type of Inspection (circle appropriate one): Permit No. 0?.t Sewe Plumbing Final Sewer Excav. Other OTE~L. .. ( _ Inspected: Date _}~) Remarks: Time~ ~ By jt ~ ~ RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved o Gravel o Asphalt OPCC o Other o Repaired by City D Repaired by Permittee D No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) ~TR~FT ~lJPFRINTFNDFNT /DATEI PREPARED 7/24/03, 8 31 07 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 7/24/03 ----------------------------------------------------------------------------- ADDRESS CONTRACTOR OWNER PARCEL _ APPL NUMBER 3109 CITY LIGHTS PL SUBDIV- PHONE PHONE - DOYLE FAMILY TRUST 06-30-15-7-6-0130-1000- 03-00000696 RES NEW SFR ---~--------------------------------------------------------~----------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 7/24/03 ~ BUILDING FOUNDATION FOOTING TIME 17 00 -------------------------------------- COMMENTS AND NOTES -------------------___________________ ~ LJ IElA-' C, RE<;;' T fI v [, 310" C 11j t'ghTP )cue 9o,Qg /f' /~ \ , ! ... d1 .... ~ - , I I I , \ / I - - u- n- __ -- - 52 11" ~ - --- - - - -\lj r I- /JI / -1 " cr . . (f b~ V I I 1/ r----- u_-d-J -- b --...... - -. -----_._~ , 170 I ~ I I I I T / . 360. I I I I ... ~ I [ i ,J- I r\ - . <1$ <.J - r. 10, >5/ sell l-E' :Jg" ~ J ~ WA~HIN(jIUN STATE'ENERGY CODE TABLE 6-2 I PRESCRIPTIVE REQUIREMENTS 1 * * FOR GROUP R OCCUPANCY CLIMATE ZONE 1 . HEATING BY OTHER FUELS HV AC9 Glazing Glazing U-Factor Door 10 Vaulted Wall Wall- Wall- SIab6 Option EquIp. Area": Overhead' U-Faetor Ceilrng2 Ceiling3 Above int4 ext4 Floors on Effie. % of Vertical Grade Below Below Grade 2 Floor Grade Grade I. Med. 10% 0.70 0.68 0.40 R-30 R-30 R-15 R-15 R-IO R-19 R-IO JI... Med. 12% 0.65 0.68 0.40 R-30. R-30 R-15'" R-15 R-IO R-l~ R-IO ( III. \ High 21 % 0.75 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-19 R-IO IV.* I Med. 21% 0.65 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-19 R-IO V./ Low 21 % 0.60 068 0.40 R-30 R-30 R-19 R-19 R-IO R-19 R-I0 VI.' Med. 25% 0.45' 0.68 0.40 R-38 R-30 R-19 R-19 R-IO R-25 R-IO VII.' Med. 30% 0.407 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-25 R-IO VIII. Med. unlimited 0.25 0.40 0.40 R-30 R-30 R-19 R-19 R-IO R-25 R-IO * Reference Case ** Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19%, It shall comply with all of the requirements of the 21% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4 Below grade walls shall be insulated either on the exterior to a minimum level ofR-'10, or on the interior to the same level as walls above grade. Exterior msulation installed on below grade walls shall be a wat'er resistant material, manufactured for its intended use, and installed acc?rdIng to the manufacturer's specifications. See Section- 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for ItS intended use, and installed accordIng to manufacturer's specificatIOns. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.50 maxImum for glazing areas of 25% or less; 0.45 maximum for glazing areas of 30% or less. 8. Reserved. 9. Minimum HVAC eqUipment efficiency requirement. 'Low' denotes an AFUE of 0.74. 'Med.' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. Minimum HV AC equipment efficiency requirement for heat pumps. 'Low' denotes an HSPF of 6.35. 'Med.' denotes an HSPF of 6.8. 'High' an HSPF of 7.7. Water and ground source heat pumps shall be considered as medium efficiency and have a minimum COP as required in Table 5-7. 10. Doors, Including all fire doors, shall be assigned default U-factors from Table 10-6C. 11. Where a maxImum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazmg with U-factor ofU=0.40 or less is not mcluded in glazing area limitations. 12. Overhead glazing shall have V-factors determined in accordance with NFRC 100 or as speCified in Section 502.1.5. 38 7/01/01 2000 EDITION TABLE 6-' PRESCRIPTIVE REQUIREMENTS 1 * * FOR GROUP R OCCUPANCY CLIMATE ZONE , . HEATING BY ELECTRIC RESISTANCE I Glazing Glazing U-Factor Wall Wall- Wall- SIab4 Option Area 10: Door 9 Celhng2 Vaulted Above int4 ext4 Floor5 on % of Floor Vertical Overhead' 1 U-Factor CeJling3 Grade Below Below Grade Grade Grade I. 10% 0.46 0.58 0.40 R-38 R-30 R-21 R-21 R-1O R-30 R-1O II. 12% 0.43 0.58 0.20 R-38 R-30 R-19 R-19 R-1O R-30 R-1O II. 12% 0.40 058 0.40 R-38 R-30' R-21 R-21 R-1O R-30 R-lO ( V.'" J 15% 0.40 0.58 0.20 R-38 R-30 R-19 R-19 R-1O R-30 R-I0 ~ 18% 0.39, 0.58 0.20 R-38 R-30 R-21 R-21 R-1O R-30 R-lO VI. 21 % 0.36 0.58 0.20 R-38 R-30 R-21 R-21 R-I0 R-30 R-lO VII.7 25% 0.327 0.58 020 R-38 R-30 R-19 R-21 R-lO R-30 R-lO + R-58 VIII.7 30% 0.297 0.58 0.20 R-38 R-30 R-19 R-21 R-lO R-30 R-I0 + R-58 * Reference Case ** Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. I. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19%, it shall comply With all of the requirements of the 21 % glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of'R-lO, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See SectIOn 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specificatIOns. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.35 maximum for glazmg areas of 25 % or less; 0.32 maximum for glazing areas of 30% or less. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default V-factors from Table 1O-6C. 10. Where a maximum glazing area IS listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with V-factor of V =0.40 or less is not included in glazing area limitations. II. Overhead glazmg shall have V-factors determined III accordance with NFRC 100 or as specified in Section 502.1.5. Effective 7/01/01 37 r I / Appendix E: Sample Checklists & Worksheets I l_. ~ ~ Attacllnent C Pennlt No. Plans Examiner and Inspector Checklist Address 31 ocr ~ t (17 k.~ h f s PltIna Examln.r: Inlpector: Ct\ed(, write 10 N1A. or fill in value on shaded boxes. Check off boxes at left as items are found to comply. Compliance approach: (check one) 0 Systems analysis . o Component perlormanoe ~rescnPtive path Now: Some specifics on this form may not apply if A) compliance approach is systems analysis or component perlonnance; , B) compliance to minimum ventilation arteria is demonstrated through engineering calculations or performance testing. FOUNDATION PHASE D Slab: A- D D . ! Exterior down to rrostllnelslab bottom; or Interior 24- horizontal or verUcal; or,lf radiant under enUre slab 1 Below grade extenor wallln.ulation: R- I (If Interior _ see Insulation Phase) Radon mIUgation:; If locally required, or aawlspace venllng <lfVJ00tt2 of aawl, or vents Incll.de an operable damper fRAMING PHASE o framing: 1.,-.. '.:;d S1anciard 0 intermediate k;.~~,;.J Advanced o 8td air ....: eotepllaubftr; rtm Jst/mud 811; wtndow & door Inns; penetratIon-wtre, pl~, duct, p8I1ItJon Ituds, f1uo, light 1Ixt1l8S D Source apeclftc exhauat tena: SIz8 requirement - bath, laundry (5Oc1m); kJtdlen (100dm) o Whote hOUM exhaust tan l ~ intermittent system has manual & auto mntrofs; oUtdoor air supply rsq. lor habttable nns. or o Integrated torced-elr ay.t.m D outstde air duct (wtth damper) allowing between .35 and .s ACH ISlATDI PHASE o R- 19 1 o ~ ==:J o R- f?O J o B- ~e 1 o R- I o o wen Insulation (above g...de) wan lnaulatlon (lMlow gl"8de): Interior waIIlnsul&Uon Roor lnaulaUon CeIling InaulaUon: Indudlng attlc hatch Veutted ce4l1ng lnauletlon Vepor retardere: WtIJJa, ftoora, ClIIIIIng HM1Ing eydem type: ( I For~, B8t 1IIz.e, HSPF, and COP I FIW. PHASE o Radon monitor on aKe: wtth InstrvdJons IInd general Infonndon o Thennoatat: heet r~. 5S-7S; AC range, 7G-8S; both. 55-85. Badwp hM1 controls prevent IImIAtaneoua openIllon of Pf1mary 'ys. o Solid "'-I appUanea: glass or metal doonI; cared comb. air aource, or ... dla., ~ed, Inctred IIOUfc. IOf U'lOOnd. areas o Fnpl~: fr oombusUon alr auppIy dud wldamper dlred to lIrebox; ttglt ftttlng ~ or nMICaI doora. o OHW hMter.: NAECA label; Hp8Ilde power or gas .nut~; on R-10 pad If eIedrIc and In l.nOl)I'Wj, ar.. o-If on concrete o Machen/cal venUlaUon ducta maul"" to R-4: exhaust ducts In UlOOndtUoned arMlllauppfy duds In condIlIoned aIeu o B-.... '" J HV AC duotalplenum lnaulatlon: ductlln lM'IeondI1Joned ar... are fnluCaled and JoInta .... eeeJed o PIpe IneulatJon: R-3 lor hot and cold W1l1. plplng In lmOnCItIoned .... (If MMoe or redraMang. ... Table 6-12) o around cover: 6 rnl black potyethyfenGlapproved equal lapped , 2'" at Jolnta and extending to foundaUon wall E-62 Appendl. E: sample CheckllM. .. WOrkal1Mt8 Plans Exammer _ till ou1 this glaflng HCtion or 1lMc:h . wtndow 1Chedu" to this c:heddist Inspector - wrlfy window 1'1- 'ormation during field inspectionS. Indude skytights. glass doo~ and all other Olazmg on this 'orm. Use rough opening ..... 'or calaltlltionS. IUZIIG Size Quantity Are. U-ValuelManutactur.r I V.rlfled 5&>)(~o 7 ID5 f ~O i 70 X 5 0 3 105"- 7 " ~, ~c:>x5 0 I 2S " " .. t,~ l . -- - .s~2. c I (p ~ ,. , " " " '. ~ ~~h-"~ < .. 1- t~~~' ..~, " .7 . < ' i " _.,- ,t.. " :t ", " _\ 1....- < ~. . " ' " , Total glazing ...a: . 2 ~ r"'" ,. , Tote' conditioned aNa: J C( 53 Percentage glazJng: 1"2. ,\3 . Ver1fled ,to, , - l - : ,.....; i -_~1 L " ; , , " ~, C' . , :: ~ '- - -~;:; ~ DOORS Plans Exeminer - rlSt ~e doors by type (soad COAt, insulated, etc.). quantity. lJ-v8Iue.1f1d manUtactur8C'. Inspedor - verify door Infonnation during field Inspection. - TypelQuantlty . U-ValuelManufacturer V.rtned ?O69 'A3 I Z€J .. J' I o ,~#. 8&gnature of Building omelat: Date of Rnlllnlpectlon: - l"'~ Lw~r,: . .\i~Jd;"~ E-53 ;;,ifl~ .,' ...- '. ~ESIDENCE STRUCTURAL DESIGN for LARRY & GENELLE DOYLE 3109 CITY LIGHTS PLACE PORT A~GELES, WA 98362 cu ec_ -b~ 4 SEASON~ ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 4SEASONS ENGINEERING, INC (360 J 452-3023 · Fax (360 J 452-3047 619 S. Chase Street. Port Angeles, WA 98362 July 16, 2003 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: STRUCTURAL DESIGN LARRY & GENELLE DOYLE 3109 CITY LIGHTS PLACE PORT ANGELES, WA 98362 Dear Jim, Enclosed is the STRUCTURAL DESIGN for the RESIDENCE for LARRY & GENELLE DOYLE. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces 2. Beams and Headers 3. Foundation Please give me a call if you need any additional information. Sincerely n (J- ~Q~~~- ~onna J. pete\sen P.E. STRUCTURAL DESIGN LARRY & GENELLE DOYLE 3109 CITY LIGHTS PLACE PORT ANGELES, WA 98362 DESIGN CRITERIA DESIGN STRESSES ELEVATION LESS THAN 500 FT DOUGLAS FIR/LARCH #2- 2 & 4 X Fb = 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI DOUGLAS FIR/LARCH #1- 2 & 4 X Fb = 1200 PSI Fv= 95 PSI E= 1.8 (10)6 PSI SNOW LOAD GROUND= 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 10 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) WIND SPEED = 80 MPH EXPOSURE C HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 75 PSI E= 1.3 (10)6 PSI GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 165 PSI E= 1.8 (10)6 PSI SEISMIC ZONE 3 SOIL BEARING = 1500 PSF REFERENCES (1) UNIFORM BUILDING CODE 1997 (2) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (3) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG (4) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 (5) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (6) WOODFRAM, TIMBER DESIGN, STRUCT.ETC VERSION 2.5 FOR WINDOWS 95, by RESEARCH ENGINEERS,INC 1998 (7) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000 ~ General Notes 1. Ground snow load = 26 PSF 2. Maximum soli bearing capacity = 1600 PSF 3. Seismic Zone 3 4. Wind, 80 MPH, Exposure "C". 6. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate 25 psf snow load and appropriate snow drifts as noted in the UBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to U360. Total load deflection will be limited to U240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed In accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor Initiated changes shall be submitted In writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings Indicate general and typical details of construction, where conditions are not specifically Indicated but are of similar character to details shown, similar details of construction shall be used. :3 General Concrete Notes (The Following apply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the Uniform Building Code. 2. Concrete shall attain a 28 day strength of F'c= 2500 psi, 6 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (Including hooks and bends) In accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars in all wall intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls Interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material Single story structures 12" below original grade Two story structures 18" below original grade Three story structures 24" below original grade 9. Slabs shall be placed upon compacted granular fill, 2" minimum thickness. 4 Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards ofthe 1997 U.B.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 23-II-B- 1 of the Uniform Building Code. 3. All structural framing lumber such as 2x_jolsts, and rafters to be Douglas Fir No.2, Spruce/Pine/Fir No.2, or Hem/Fir No.2 kiln dried. 4. All lumber exposed to weather, and/or moisture shall be pressure treated using ACA-ACZA Chemonite, retention .60 or equal. 6. All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 6. All structural posts to be Douglas Fir No.2 kiln dried. 7. All structural headers to be 4x_ Douglas Fir No.2 kiln dried. S. All Glu-Iam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 9. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 10. All columns In framed walls to be well nailed Into adjacent framing In order to resist lateral movement. 11. Provide solid blocking for wood columns and multiple studs through floors to supports below. 12. Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings in stud bearing walls not detailed otherwise. 13. Provide 4xS headers, or double 2xS headers over and double studs each side of all openings in non-structural stud walls not detailed otherwise. 14. At joist areas: Provide solid blocking at bearing points. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 16. Provide double joist headers and double joists each side of all openings In floors and roofs unless detailed otherwise 16. Toenail joists to supports with 2-16d nalls, 2-10d box nails for T JI joists. Attach all beams at the roof exceeding S'O" In length with Simpson ST 292 strap each end. 17. Attach joists to flush headers and beams with Simpson "U" series metal joist hangers to suit the joist size. 1S. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted in the shearwall schedule. 19. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with Sd nails @ 6" O.c. to framed panel edges and over stud walls shown on the plans @ 12" O.c. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted In the shearwall schedule. 20. Provide continuous solid blocking at mid-height of all stud walls over 10' In height unless wallis blocked per shear wall note. 21. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. 5 STRUCTURAL DESIGN LARRY & GENELLE DOYLE 3109 CITY LIGHTS PLACE PORT ANGELES, WA 98362 WIND CALCULATIONS EXPOSURE C BUILDING DESCRIPTION - HEIGHT FT FIRST FLOOR + FLOOR SYSTEM = 10 Y:z ROOF HEIGHT = 3 ROOF SLOPE = 4/12 AVERAGE HEIGHT OF BUILDING @ % ROOF HEIGHT 13 WIND PRESSURE P=CeCqQ5Iw Ce= 1.06 Cq=1.3 HORZ Cq=.7 UP Cq=1.2 DISC. UP Q5=16.4 PSF Iw=1 Ce Cq Qs Iw PIN PSF P horz = 1.06 1.3 16.4 1 22.60 P horz windward= 1.06 0.8 16.4 1 13.91 PUP= 1.06 0.7 16.4 1 12.17 P up @ disc. 1.06 1.2 16.4 1 20.86 (p STRUCTURAL DESIGN LARRY & GENELLE DOYLE 3109 CITY LIGHTS PLACE PORT ANGELES, WA 98362 (AREA)(PRESSURE)/LENGTH = SHEAR SHEAR CALCULATIONS WALL AREA PRESSURE LENGTH SHEAR SHEAR WALL FORCE WALL MAIN FLOOR SQFT PSF FT PLF TYPE UP HEIGHT A I 135 I 22.6 T 18.4 I 165.8 I 1 I 1492.3 r 9 8 I 135 I 13.91 I 4.25 I 441.8 I 3 I 3976.6 I 9 BASE SHEAR CALCULATIONS WALL AREA sqft PRESSURE pst LENGTH ft SHEAR pit 1/2" ANCHOR 5/8" ANCHOR MAIN FLOOR BOLTS BOLTS A 135 22.6 47 64.9 72 48 8 135 13.91 4.25 441.8 22 32 HOLD DOWNS ~ HTT22 TO DBL 2X6 STUDS SSTB24 WI 20 5/8" EMBEDMENT Pmax= 5175# 7 <D ~II' ocse I ~ J A)A'IL-~ l.;/~/l1- 'BLo'-tS9 ~ ~tL ~~AIL @ 1(lI b'::>~1 zd A,)AtV-J ~";rL ~Lo(,k-E.Q J W'AI..L. ~~h~dl)L.L n r--- r '! <D~7'-6T'-ll ---r l A ... . . RESIDENCE 52'-1' )( 3:i'-l" I t I LJ - 14 ~ ~ I 17 I GARAGE 11 35'-S' )( 21'-8" L J I 8' T eo' T 8 I I 116' I te DOYLE LA TERAL DESIGN RETAINING GARAGE SLAB ABOVE 02B 4 DA TE: JULY 2003 SIr: ASQIA IC' SCALE: 1. == 10'-0. Cr-I I V V DRA WN BY: DJP ENGINEERING, INC. (360) 452-3023 CHECKED: 819 S. Chase St. Port An eles, WA 98382 SHEET: OF L()CLLL A A :: \B (4\S-t 3) ~ \~~ qt~ u...') \ \\J ,..,)e.. t.4 ~" \ Ii. e. ~vo....r d \...:= ,~,4 fi ~ -::. \ tg (-4 .5 -1 3') = l "Z:>c.~;>f t " U\l"\d\?ttyd "I",l~/ ~ -:. -1 . 'L~ ,i: DD~l~ 4SEASONS ENGINEERING, INC (360) 452-3023 619 S. Chase St., Port Angeles, WA 98362 SHEET DATE '\ - \ ~ - 0 ~ SCALE DRAWNBY n \ P CHECKED ~ OF v 0- Q...--r I c., AL. "''\) .tt>;;, l G 0 f'_ 0.. _ nl LQ.-\ L-11L)~ ~ y)"\ - ~_q~(l.,y'\ ....\ to ~ -:: '2-~ ( I C6) ~ 46D 1?lf lLJ 0:: 1'1 ( I~J ~ 3D LP PU= i.J'i \'2.. Or ~ 'Z. < - ~_"""~'IlWIINl~....,...tHJlll~~'-~ lI.llJll~,"mlllllSII'=--_~,,,,,,,,,,,,,,-,,,~~,,_,,,,,,, I to.. LO t ~d fiuJ l~(2(ld.e,tLc) \O~ ~ 1.-6"llQj ::. 416" VJ 0 ~ \ 1 (, l1") ~ 3l..S- I 1 /-:) PAt\..:) "" 'x. I (;I D F t:k 2... ~ LO~ !:. 415'"?~ \0 0::;. ?J '2b'R.J:- ?~ -:. 4L4(5)-:. \ qoo~ ? ~ ~ ~,L"~~t5) :: t ':600.... I' 2{ I t t:JpO-n 4 ILP ,S I \ ? (",1--5 f---~---~~---~I t \ \[P~C1 bJO-iA6e- t4e.o..d Le . 5Vb;(\~~/~ 6\L'B '<. w l"'~"-"~--------""---' .........1' '1 't '1' l' 4x. It:> OF ~ 1. <E- Lt~\O Df"~z... ..( - ;=C'1C1\f~~ .. ? ~ 253 lLu):: t:SOCo2~ ~ 3ou~ o~ 2-4 xZA)t, \1. 0 fTq FZ..c.:ot2- ?) 6.A M~ \0 \.;::. l1 L 4-0\ L"L5 =:. 460 \0'0 ~ q L '0 l \.2-'"5 ::. tl~.{;j uo~LE 4SEASONS ENGINEERING, INC (360) 452-3023 CHECKED 619 S. Chase St., Port Angeles, WA 98362 SHEET DATE '1- \ lo- 0 ~ SCALE DRAWN BY n~) p 10 OF CEILING BEAM-Quick Beam Page 1 11 :28:2807/16/03 Designed by: Donna J. Petersen P.E Eagle Point Project: 3115 CITY LIGHTS PLACE Job: DOYLE Client: DOYLE Checked by: Input Data Eb. 1300000 pSI Main Span 9' Tributary Width 0' Live Load 0 psf Allow TL Deflection' U240 (3 in Maximum) Fv: 85 psi Right Cantilever. None Slope' 0 Snow Load 0 DOL' 1 250 Left Cantilever' None Check for repetitive use? No Dead Load 0 psf Allow LL Deflection. U360 Fb 875 psi User Defined Loads 306 450 Design Checks Max Value Allowable % of Allow. Location 4'6" 63 498 106 25 60 tI 11-112" -0 0733 03 24 t/ 4'6" -0 1232 045 27 t/ 4'6" Reactions and Bearing 0' 9' 1 5 1.5 3402 3402 Self-weight of member IS not included Member has an actual/allowable ratio In span 1 of 69 t/ % Design IS governed by bending fb/Fb. Governing load combination IS Dead+Roof Live Maximum hanger forces' 3402 Ib (Left) and 3402 Ib (Right) Program VersIOn 82- 9120/2002 II 7' WINDOW HEADERS-Quick Beam Eagle Point Project: 3115 CITY LIGHTS PLACE Job: DOYLE Page 1 09:44:11 07/16/03 Designed by: Donna J. Petersen P.E. Client: DOYLE Checked by: Input Data ,ji'~~i~W0n'1 !f((^Fi41i~r"rU~iF^1ji&'95l'u"gl"YlliM'E'irl"~~cJi~~;t,':SewiJncBslliit'ffniAMiSl\l tI\"T;b;,,:~;~~f'!li\?61~ftyj,~d_A~~'Z))%1iC~~~tiJ;Jt';:Y %1...\ :Ib.~'~~~. %; ~_._~S"lirgl!IRA'~ !lW~"<<<~~~!lm=t&tkt~~fibm':Wt$<~lliik~~~,:~l~~{4d~,jf~~,,D Left Cantilever. None Main Span. 7' Right Cantilever. None Check for repetitive use? No Tnbutary Width 0' Slope. 0 Dead Load 0 psf live Load 0 psf Snow Load 0 Allow LL Deflection U360 Allow TL Deflecllon U240 DOL. 1 250 (3 In Maximum) Eb 1600000 pSI Fv. 95 pSI Fb. 900 pSI User Defined Loads Dead Roof Live Uniform Uniform 0' 0' 10' 10' 325 475 Design Checks Max Value Allowable % of Allow Locallon 2800 3281 47 85 " 0' 117809 1350 87 tI 3'6" 101 158 118 75 85 " 9-1/4" -0 0695 o 2333 29 tI 3'6" -0117 035 33 rI 3'6" Reactions and Bearing 0' 7' 1.5 1 5 2800 2800 Self-weight of member IS not Included Member has an actual/allowable ratio In span 1 of 87 rI % Design is governed by bending fb/Fb. Governing load combinallon is Dead+Roof Live Maximum hanger forces' 2800 Ib (Left) and 2800 Ib (Right). Program VersIOn 82- 9120/2002 I~ 16' GARAGE HEADER-Quick Beam Eagle Point Project: 3115 CITY LIGHTS PLACE Job: DOYLE Client: DOYLE Page 1 09:53:3407/16/03 Designed by: Donna J. Petersen P.E. Checked by: Input Data ;;iif;fJ"g-riiB,lit1mr~~fDfliifTb~ce' ~ u;'&~L~"a6t!:)1~.tl.~~~w~~~~ab.'1>>~k,.;4M> Left Cantilever None Main Span 16'6" Check for repetitive use? No Tributary Width 0' Dead Load' 0 psf Live Load' 0 psf Allow LL Defleclion U360 Allow. TL Deflection U240 (3 In Maximum) Eb' 1800000 pSI Fv. 240 psi Right Cantilever None Slope. 0 Snow Load 0 DOL 1.150 Fb' 2400 psi User Defined Loads .\ Dead Snow Condition 1 Dead Snow Condition 1 Uniform Uniform Concentrated Concentrated 6'3" 6'3" 6'3" 6'3" 12' 12' 325 475 1300 1900 Design Checks Max. Value Allowable % of Allow Location 6865.15 6934.83 99 tI 16'6" 2270.66 2760 82 tI 7'11-1/32" 129.326 276 47 t/ 15'4-1/2" -0 4377 055 79 t/ 8'3-3/4" -07372 0825 89 1'1 8'3-3/4" Reactions and Bearing 0' 16'6" 1.5 2082 4534 85 6865.15 Self-weight of member IS not included Member has an actual/allowable ratio in span 1 of 89 tI % Design is governed by total deflection Governing load combination IS Dead+Snow Condition 1. Maximum hanger forces' 4534.85 Ib (Left) and 6865 15 Ib (Right) Program VersIOn 82- 9/20/2002 1"3 FLOOR BEAM-Quick Beam Eagle Point Project: 3115 CITY LIGHTS PLACE Job: DOYLE Page 1 10:03:0607/16/03 Designed by: Donna J. Petersen P.E. Client: DOYLE Checked by: Input Data ~~~'I''f'''' .'J'I..~a.~Q"ii~~;,rIS"~~ntgJiW&>'I'i*d< '~<It!":f:'1...D~.t1t. ,t~'i.^t~~..# i1FA.J1~g:~17JWJ!f4;B:'~"1~1FlJ ;\'4UI"gJll9Ab..~ll ~~liUU.l.~gJ11llli1Y1.u\l'JJ~!J~1\ln9~)A1'J. IDB~~f(i,{t!;'~)1'4;JI'j,!4;":'~lilii;i:;;~" Left Cantilever' None Main Span 9' Right Cantilever None Check for repetitive use? No Tributary Width 0' Slope 0 Dead Load 0 psf Live Load 0 psf Snow Load 0 Allow. LL Deflection' U360 Allow TL Deflection. U240 DOL: 1 250 (3 in MaXimum) Eb 1300000 pSI Fv 85 pSI Fb' 875 pSI User Defined Loads Dead Roof Live Uniform Uniform 0' 0' 10' 10' 1125 450 Design Checks Max Value Allowable % of Allow. Location 2531.25 515659 49 tI 0' 826114 109375 76 tI 4'6" 59.883 106 25 56 tf 9-1/2" -013 03 4311 4'6" -0 1625 045 36 fI 4'6" Reactions and Bearing 0' 9' 1 5 1 5 2531.25 2531.25 Self-weight of member is not included Member has an actual/allowable ratio In span 1 of 76 tI % DeSign is governed by bending fb/Fb Governing load combination IS Dead+Roof Live MaXimum hanger forces 2531 25 Ib (Left) and 2531.25 Ib (Right) Program VersIon 8 2 - 9/20/2002 1+ FLOOR BEAM-Quick Beam Eagle Point Project: 3115 CITY LIGHTS PLACE Job: DOYLE Page 1 11 :32:3007/16/03 Designed by: Donna J. Petersen P.E. Client: DOYLE Checked by: Input Data lIIUt~~IIIl~Wllrrirr6ilmg!Jbf.JJlali~>;;+&i Left Cantilever None Main Span' 9' Right Cantilever Check for repetitive use? No Tnbutary Width 0' Slope 0 Dead Load. 0 psf Live Load. 0 psf Snow Load 0 Allow LL Deflection U360 Allow TL Deflection U240 DOL 1 250 (3 In Maximum) Eb' 1700000 psi Fv: 95 pSI Fb 1000 pSI User Defined Loads iM Dead Roof Live Uniform Uniform 0' 0' 10' 10' 1125 450 Design Checks Max Value Allowable % of Allow Location 2531 25 3281 47 nrl 0' 1369 3 1500 91 rI 4'6" 97 189 118 75 82 t/ 9-1/4" -0 1693 03 56 t/ 4'6" -0 2116 045 47 r,/ 4'6" Reactions and Bearing 0' 9' 1 5 1 5 ~:j~ '~~~ 2531.25 2531 25 Self-weight of member IS not included Member has an actual/allowable ratio In span 1 of 91 r,/ % Design is governed by bending fb/Fb Governing load combination is Dead+Roof Live. Maximum hanger forces 2531.251b (Left) and 2531.25 Ib (Right) Program VersIOn 82- 9/20/2002 \5 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BlffiDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Applicat10n Number pin number .0227 Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 03-00000696 Date 8/12/04 3109 CITY LIGHTS PL 06-30-15-7-6-0130-1000- RES NEW SFR RS7 RESDNTL SINGLE FAMILY 132766 Owner Contractor DOYLE FAMILY TRUST 3121 CITY LIGHT PL PORT ANGELES WA 983626905 OWNER Structure Information Construction Type Occupancy Type Other struct 1nfo NEW 1593 SF SFR & ATTACED GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE V-N NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 28.90 1. 00 9273.00 2682.00 2682.00 1. 00 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL T-STAT WIRING AIRFLOW HEATING 35.30 Plan Check Fee 12/18/03 Valuation 2/07/05 .00 o ~ ~ ()' '.{) Qty Un1t Charge Per 1.00 35.3000 ECH EL-LVT-FIRST THERMOSTAT Extension 35.30 ~ ~\~ ~ " l4\ 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 ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35.30 35.30 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1809.80 1809.80 .00 .00 ~ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, pnvate and publiC Improvements. ThiS permit becomes null and void if work or construction authonzed is not commenced Within 180 days, if construction or work is suspended or abandoned for a penod 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 granting of a 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 construction. Signature of Contractor or AuthOrized Agent Date Signature of Owner (If owner is builder) Date T.\PLANNING\FORMS\1102 15 [I 1/14/20031 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 UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND A CCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION. FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEP ARA TE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERJOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (EngmeerIng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT 417-4735 pink ,It!!{} ELECTRJCAL LIGHT DEPT CONSTRUCTION R W./ PW/ , ". CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1 10215 [11/14/2003] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUlLDING DNISION 32] EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number .0227 Property Address ASSESSOR PARCEL NUMBER: -Application descr~pt~on Subdivision Name Property Use Property Zoning . . . Applicat~on valuation 03-00000696 Date 8/12/04 3109 CITY LIGHTS PL 06-30-15-7-6-0130-1000- RES NEW SFR RS7 RESDNTL SINGLE FAMILY 132766 Owner Contractor DOYLE FAMILY TRUST 3121 CITY LIGHT PL PORT ANGELES WA 983626905 OWNER Structure Information Construct~on Type Occupancy Type Other struct info NEW 1593 SF SFR & ATTACED GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE V-N NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 28.90 ELECTRIC SERVICE 138.90 Plan Check Fee 12/29/03 Valuation 2/07/05 .00 o ~ ~ ~~ ~ ~ ~~ ~ ~~ 1.00 9273.00 2682.00 2682.00 1. 00 Permit Additional desc Sub Contractor permi t Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL Qty 1. 00 3.00 Unit Charge Per 70.8000 ECH EL-R-SQFT FIRST 1300 22 7000 5C EL-R-SQFT ADDITIONAL 500 Extension 70.80 68.10 Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary Charged Paid Cred~ted Due ----------------- ---------- ---------- ---------- ---------- ~ Permit Fee Total 138.90 138.90 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1913 .40 1913.40 .00 .00 Separate Permits are reqUired forelectncal work, SEPA, Shoreline, ESA, utilities, private and public Improvements This permit becomes null and void If work or construction authonzed IS not commenced Within 180 days, If construction or work is suspended or abandoned for a penod 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 granting of a permit does not presume to give authonty 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\1102 15 [11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 4]7-4815 FOR BUILDING INSPECTIONS CALL 4] 7-4735 FOR ELECTRICAL INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLA WFUL 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 YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAlNAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES I SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 9;// Io~ #eO ELECTRICAL LIGHT DEPT , , CONSTRUCTION R W / PW/ CONSTRUCTION - R W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102 15 (11/1412003] 12/17/03 WED _12 : 4.3 Ji\.x. 360 6.83., ~9z'LELE AIR FLO HEATING ~OO~ '-ll-,,"', I j'" ELECTRICAL PERMIT APPLICATION fUlt orne'Al. USE ONLY 0..___: ,"-;." bate AfIsln>...,,: The EleclrtcaJ Permll Application must b. filled Out cornolBleN. Please type or reprint in Ink. .fyou have any quelitions, please call (360) 417. 4735 Fa. number: (360) 417-4711 ~ ;// ~9" Owner or Elec. Contnl(:lcr Agent: Larry Day Ie Larry Doyle Property Owner: . Address: 3109 City Lights Place REQUEST INSPECTION 0 Phone' 457-4966 Fa;c 457-4966 98362 7ip: ""one.683-3901 98382 Zip: 221 W. Air FIo Heating Cedar C;Iy: Port Angeles license If.\)RFLHC009C~.p: Sequim Phone: Electrical Conlraclor: Ac:Idress: CIIy: INSTALLA nON WIRED BY: 0 OWNER 0 ELECTRICAL CONTRACTOR Credit Card Holder Name' Air Flo Heating City: Sequim VISA" x MC:.. PROJECT ADDRESS' 3109 City Lights 'Place Port Angeles WA TYPE OF WORK; Check aI/that apply; ~ New o Alleration/Addition tk Residential 0 Multi-family o Commercial 0 Mobae Home Sq. FI Remole Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump "J. Low Voltage 0 Telecom. 0 S. Number of Circuits added or altered: DESCRt.PTION OF THE ELECTRICAL PRO.JECT~os4ad !tJ~C&f Electrical Heat Load Additions PERMIT FEE: $35.30 Service Information o Baseboard o Furnace lli Heat Pump o Fan-Wall _KW _KW '2-- TON let) LRA -KW o Ovemea(l Service o Temp Service o Underground Service Voltage: Phase: 0 1 0 3 Service Size: Feeder Size: I hereby certify that I have read and examined this application and know that same to be true and correct, and I a authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are required; it remains the applicants responsibility to determine what permits are required and to obtain such. Credit Card Holder's Signatu e; Date: Irfro-(J? Date; 1(-16-0 ~ Owner or Elec. Cant. Signature.: C:/ElECTRICALPERMIT APPLlCA TION /IJ,() /J.flsft3 JJ5:~O FROM: Electric7S FAX NO. 4526424 Dec. 24 2003 08:33AM Pi ' tjo.., . !;:--. "'., , \1 'J-\} ELECTRICAL. PERMIT APPLICATION I FOR omCIAl. un Q)J~ P>i1$1alll: .__ . I"cnnit II: .___. :=--- o.s. AwovlOlll.__ D.Ma Iuol~;__ The E Isctrica.l PermIt Application ","at be filled out corn elatatv'. P toaaolype.... ..ptfnlln Ink. "you ha.o any qullllona, ploa.. etlll (380) 417-4735 Faanumbor: 1~101417-4711 t-!lL1I'Co91" Ownor or Eloc. Conlractor Agent 1:; l~ .,.-,'< > .s.R.. ..vi D.. ~ Phone: Properly OWnor. _~ ~ D~~ ' Addrass: 310 <( ~ L:.--j-J-. _City: \1,4- ElildlICS! ConlraclDr: El o:_<>tn /..' k-v ('4 ,1Mt..... LiClfl.."s1:1'HI.... Adelres.: f? ~ 0n'@",- Ve.l k;r F?,{ CIty:-8.d f\L1.~.,J).-s- INSTAl.LATIONWIRED av: (J OWi'lER /{ELECrRICALCONTRACTOR 4 "2-(,li2,-/Fax: '-15 '2- ~ 'iI... 7- Phllne: e",,: "J p"f Zip: '1T)(; 2- Phone:i'n ./,."(' Zip: '7R~~': Credit Card Holder Name: BU/illg AdfUus: CtNIt Card Number: On ftrChlr. l ~ Exp. ".18: Zip: ViSA: ~ PROJECT ADlIRESS: TYPE OF WORK: 3109 CI:J L-1"Hf;b Check Bl! that app!t. ~ f'U\c.L l'l'53 7~1 . ,).bBa. 2.-<:0.>0' Cl A1tera\illnlAddition ~~tlal o Mulli-tamlly o Commilrcial' . CJ Mobile 'Home Sq.Ft. o Remote Meter Cl Detached garage. Number of Creults &deled or aRerQd: DeSCRIPTION OF THE ELECTR)~ PROJECT: D Hot Tub 1:1 Swim Pool o Septic Pump ,'0 LowVoIlege 0 Telecom. ~ r"' i". ";,." Electrical Load Addltlonll and or SUbtractlOnll ~~~" u !~ BervlCCll Infonnation o Baseboenl ~p o Fao-Wall KW TOKW _:h1ON_ LAR KW c Overhead SBlVica a Temp Service o Underground SBlVlce Voltage: · 'l."'I4.-~~ Phese: [3'("' 0 3 Service Size: <--,,'" ~ Feeder SiZe: ~- PAMC 14.05,060(8): For industrial, commercial, & residentlel pn>jectl; larger than a duplex, a Dna -line drEwing of lhe Electrical Sen Feeders, building sIZe (sq. 11.), load calculations. and the type & of conductors and/or racewB~ is rSQuired and shall accompany l~e Electrical Pennit applicatlon. I hereby certify that I have read and examined this application and know that same to be true and correct. an avthorized to apply for this permit. I understand il is not the City's legal responsibility to determIne what pftrn 11.-( 14/:>are required; it remains the apPliCr'l1$v.9sponsibilit>/ to determine what permits are required and to obtain sue A(_tJ,~.fJl,ifl)J(~(~'f J~((-?--~r q~c, ~. Pnv&N'~(L~~{- Creelil Card Holdo". Signature: 1,~~VVI>f Jfi2 oat.: l1 11.-.., \~ Owner or ii:llc. COOl5Ignaturo;2~'14' '21 ~I glle, ~ -Z--y -<f...l L Aw 1'1-/1..'1/03 ptJ:alg:7/03 PERMIT FEE: $ J3E> ,c'lO CITY Or, PORT ANGE, LESPERKIT APPLICXrION JAN 14 2015 Ruilding'0ilvision/Fleetrical Inspections ELECTRICAL 321 East Fifth Street —P.O. Box 1150 / Port Angeles Washington, 98362 INSPEC11ONS Ph: (360) 417-4735 Fax: (360) 4174711 Date: 111212015 -9- 1 & 2 Single Family Dwelling 0% 4 * Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet ,Iob Address: -LIPII SOU' LH CITY I-IGHTSF!,ACg )1� �±( T ANGELES W6 98362 Building Square Footage: NIA Description of above ROOF MOUNTED R LRE E�I�NTIAL R PHOTOVOLTA121EV 9.38 KW SUNPO ER § YSL M §L _-LQ�A 2$ 335 WATT MC301ULE5 2 5 KW INVERTERS -ISYSTEM Owner Information Contractor Information Name: BRUCE &JUMTH PAPE Name POWER TRIP ENERGY CO Mailing Address: 3109 S. CITY LIGHTS PL Mailing Address: 83 DENNY AVE City: ±ORTANgELES State: WA ZlV98362 City: PT. TOWNSEND— State: WA Zip, 98368 Phone: 360487-6422 Fex: NONE Phone: 360-643-3080 Fax: 36-0-539-1857 License # / Exp. N/A License #/ Exp. F`0WER:fE9WN 1 4/1 51201 6 Item Unit Char a Qt Total Multi lied to Unit Chauge) Service/Feeder 200 AMPL $120.00 Service/Feeder 201-400 Amp. $146.00 Service /Feeder 401-600 Amp $205.00 Service /Feeder 601 -1000 Arnp, $262.00 SeivicWFeeder over 1000 Amp. $373.00 Branch Circuit W1 Service Feeder $ 5.00 Branch Circuit W10 Service Feeder $ 63.00 T U3. 00 Each Additional Branch Circuit $ 5,00 Branch Circuits 1-4 $ 75,00 Terrip. Service/ Feeder 200 Amp. $ 93,00 Temp, Service/Feeder 201-400 Amp, $ 1%00 Temp. Service/Feeder 401-600 Amp, $149.00 Ternp. Service/Feeder 601 -1 ()00 Amp $168,00 Portal to Portal Hourly $ 96,00 Signal Circuit/ Limited Energy -1 & 2 Farrifly Dwelling $ 64,00 Manufactured Home Connection $ 12U0 Renewable Electrical Energy - 5KVA System or Less $ 10Z00 1 $102-00 Thermostat $ 66.00 $- Note: $5.00 for each additional T-Stat NEW CQNSTRUPIODaIL First 1300 Square Ft, $120.00 $- Each Additional 600 Square Ft. or Portion of $ 40.00 Each Outbuilding or Detached Garage $ 74.00 $- Each Swimming Pool or Hot Tub $110.00 $- $- 165.0o Total Owner as defined by RCW, 1 U8,261: (1) Owner will occupy the structure for two years after this electrical per-nit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E,C.. RCW. Chapter 19,28, WAC. Chapter 296-468, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14,05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: ❑ Cash ❑ check CredltCard# Dated: 111212015 cA �,N a i � Trip n v Cote 83 DennU Ave Part "Townsend, 'U1lA 98368 (360) 643-3080 po c-Rtfl 6nc-r x am Llc # P0111f6R1Tr=9G 4JN Project: Bruce & Judith Pape Date: December 30, 201.4 CIieriv (360) 457.6422 !tonne, Cell: Bruce 9139. 289. 1.189, Judy 989- 289.8162 Address: 3109 S City Tights Place, Part Angeles, WA 98362 System Description-, 9.38 kW SunPower "PV system., 213 @ 335 watt Black modules, 2 @ Power One 5 kW inverters Line Drawing- Solar Modules -- Array on !amuse & attached garage roofs 9.38 kid+' PV Array - 28 SunPower 335 watt modules total - 14 StmPower 335 watt modules mounted on South garage roof connected to Inverter A - 8 SunPower 335 watt modules mounted on West garage roof connected to Inverter B - 6 SunPower 335 watt modules rnoannted on South house roof connected to Inverter B City of Port Angeles Utility Grid .Inverter B - Power One PVI- 5000- CILI'I'D -US System DC Located on east interior wall Discotmect B of garage. Max output: 5000 On inverter B watts Operating voltage: 210 V AC City of Port Angeles Utility Net Meter Located on East wall of building Meter #: E 1 3857 AC System Combiner Panel Located on East wall of building. AC System Disconnect - Visibly Open & Lockable (Line) Located on East side of building adjacent to City of Port Angeles Utility not meter. Main 200A. Service Panel Production Meter (Load) Located on Bast 200 Amps located on East wall of building, interior wall of garage Line 1 Lice 2 Load 1 Laad 2 Inverter A -Power One PVi- 5000 -0UTD -US Located on east interior wall System DC Disconnect A of garage. Max output: 5000 On inverter A watts Operating voltage: 240 V AC .Inverter B - Power One PVI- 5000- CILI'I'D -US System DC Located on east interior wall Discotmect B of garage. Max output: 5000 On inverter B watts Operating voltage: 210 V AC City of Port Angeles Utility Net Meter Located on East wall of building Meter #: E 1 3857 AC System Combiner Panel Located on East wall of building. AC System Disconnect - Visibly Open & Lockable (Line) Located on East side of building adjacent to City of Port Angeles Utility not meter. Main 200A. Service Panel Production Meter (Load) Located on Bast 200 Amps located on East wall of building, interior wall of garage Line 1 Lice 2 Load 1 Laad 2 ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number 15- 00000038 Date 1/14/15 Application pin number . . . 779092 Property Address . , , . , . 3109 CITY LIGHTS PL ASSESSOR PARCEL NUMBER: 06- 30- 15 -7 -6- 0130 -0000- REPORT SALES TAX Application type description ELECTRICAL ONLY on your excise tax form Property Name to the City of Pori Angeles Pro ert Use Property Zoning . , . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation , , , . 0 Application desC PV ,system 9.38KW Owner Contractor RESULTS: HRUCE AND JUDITH PAPE DITCH POWER TRIP ENERGY CORP, 3109 CITY LIGHT PL 2343 THOMAS ST PORT ANGELES WA 983626905 PORT TOWNSEND WA 98368 �3 j (366) 643 -3080 Permit , , . , , . ELECTRICAL ALTER RESIDENTIAL Additional desc , . COMMENTS: Permit Fee 165.00 Plan Check Fee ,00 Issue Date 1/14/15 Valuation 0 Expiration Date 7/13/15 Qty Unit Charge Per Extension 1.00 102,0000 ECH EL- RENEWABLE 5 -KVA OR LESS 102.00 1.00 63,0000 TECH EL -R- BRANCH CIR WO/ SEP, FEED 63,00 Tee summary Charged Paid 'Credited Due Permit Fee Total. 165,00 165.00 .00 .00 Plan Check Total .00 ,O0 .00 .00 Grand Total 165,00 165.00 CO . .00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN �3 j FINAL LIZ COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contra_ ctor X Date: G:IEXCHANGE\BUILD1NG 1