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Home My WebLink About1402 Aurora Ct - Building f. 'S CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :121 EAST 5TH STREET. PORT ANGELES. WA 98362 ~,,~ -rC"; - ...,. Application Number ( 05-00000824 Date 9/06/05 Application pin number 238952 Property Address 1402 AURORA CT ASSESSOR PARCEL NUMBER: T6-30-00-1-0-7800-0019- Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning . RS7 RESDNTL SINGLE FAMILY Application valuation 0 Owner Contractor ------------------------ ------------------------ OLYMPIC LAND DEVELOPMENT INC. JARMUTH ELECTRIC 259403 HWY 101 PO BOX 635 SEQUIM SEQUIM WA 98382 SEQUIM WA 98382 (360) 457-7222 (360) 683-4104 ---------------------------------------------------------------------------- Permit ELECTRICAL TEMPORARY 'SERVICE Additional desc . JARMUTH/ 60ATEMP Permit pin number 59220 Sub Contractor JARMUTH ELECTRIC Permit Fee 42.20 Plan Check Fee .00 "'- Issue Date 9/06/05 Valuation 0 ~ Expiration Date 3/05/06' Qty Unit Charge Per Extension ~~ 1.00 42.2000 ECH EL-TEMP SRV - 0-60 SRV FDR 42.20 ------------------------------------------------'---------------------------- 1t Fee summary Charged Paid Credited Due --------------.-- ---------- ---------- - - - - - - - - - .. ---------- Permit Fee Total 42.20 42.20 .00 .00 plan Check Total .00 .00 .00 .00 Grand Total 42.20 42.20 .00 .00 ~ , : COMMENTS/ACTION NEEDED l , ELECI'RICAL PERMITINSPECfION RECORD 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 IT IS INSPECTED AND ACCEPTED. Vtt'tt'D PERMIT <" 0\ 1)n AND APPRQVED PLANS AT lOB SITE INSPECTION TYPE. I DATE I ACCEPTED COMMENTS YES I NO AL I i- 7"D~1 AdJI .. GENERAL COMMENTS: r PW-II02.15 [4196] ~ t - I , ~ pORT ..v..: CITY OF PORT ANGELES rY4,O~~~ ~ DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION ..~ 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ~ Application Number 05-00000645 Date 9/08/05 Application pin number 570265 Property Address 1402 AURORA CT ASSESSOR PARCEL NUMBER: T6-30-00-1-0-7800-0019- Application type description RES NEW SFR Subdivision Name ;91/4/10 Property Use p/6 Property Zoning . RS7 RESDNTL SINGLE FAMILY ~/()C; Application valuation 177900 Owner Contractor ------------------------ ------------------------ OLYMPIC LAND DEVELOPMENT INC. WANT ACTION CONSTRUCTION INC. 259403 HWY 101 P. O. BOX 1425 .......i SEQUIM WA 98382 SEQUIM WA 98382 I (360) 457-7222 (360) 681-3992 ~ Other struct info TOTAL % LOT COVERAGE 23.00 ~I NUMBER OF STORIES 1. 00 LOT SIZE 9120.00 Vi TOTAL LOT COVERAGE 2104.00 NUMBER OF UNITS 1.00 !' ---------------------------------------------------------------------------- Fe:::. Permit BUILDING PERMIT -RESIDENTIAL Additional desc . Permit pin number 57588 permi t Fee 1454.05 Plan Check Fee 581. 62 Issue Date 9/08/05 Valuation 177900 Expiration Date 3/07/06 Qty Unit Charge Per Extensl.on BASE FEE 1017.25 78.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 436.80 ~ ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit pin number 57596 I Perml. t Fee 90.70 Plan Check Fee .00 Issue Date 9/08/05 Valuation 0 Expiration Date 3/07/06 Qty Unit Charge Per Extension BASE FEE 47.00 1. 00 14.7000 ECH ME- INSTALL 100- FAU 14.70 4.00 7.2500 ECH ME-VENT FAN 29.00 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additl.onal desc . Perml.t pin number 57604 Permit Fee 146.00 Plan Check Fee .00 Issue Date 9/08/05 Valuation 0 Expiration Date 3/07/06 Qty Unit Charge Per Extension BASE FEE 47.00 10.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP 70.00 ! 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 ! 1. 00 15.0000 ECH PL- EA. BLDG SEWER 15.00 1. 00 7.0000 ECH PL- EA.WATER HEATER 7.00 ---------------------------------------------------------------------------- Special Notes and Comments """.lIiiB~ aaare88 8i~::. .::1-..:.11 ~..'::E :;.:: :.___ :..:.~.. :;n ;;. ..J~ .,,~~_ I Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes I null and void if work or construction authorized 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 exammed this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be compiled 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 constr&iAVL M,U- 1- o-~s~ Sig~ure of ~actor or AuthOrized Agent Date Signature of Owner (if owner is builder) Date T \Pohcles\1102_15 bUlldmg perrmt mspectlOn record05 wpd [1/4/2005] .. f pORT ~ CITY OF PORT ANGELES fYl DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION " -=.;:0' 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ~- I ~ Page 2 Application Number 05-00000645 Date 9/08/05 Application pin number 570265 ---------------------------------------------------------------------------- Special Notes and Comments 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 location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. All homes ~n new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/10/2005 09:50 AM SROBERDS -- The proposal is to construct a new s.f. res w/attached garage for total lot coverage of 23%. Improvements for the subdivision have been bonded and MUST BE PLACED PRIOR TO OCCUPANCY of the residential unit. No other land use issues are noted. Electrical load calculations and elctrical permits are required. Electrical u/g connection fee of $222.00 required 07/26/2005 10:20 AM GMCLAIN ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to C~ty Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. ---------------------------------------------------------------------------- Other Fees RES UNDERGRND SERVICE FEE 222.00 SEWER SYSTEM DELV CHARGE 745.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 1025.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1690.75 1690.75 .00 .00 Plan Check Total 581.62 581.62 .00 .00 Other Fee Total 1996.50 1996.50 .00 .00 Grand Total 4268.87 4268.87 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes nu II 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 Contractor or Authorized Agent Date Signature of Owner (if owner IS builder) Date T IPollclesll 102_15 bUlldmg perrmt mspectlon record05 wpd [1/4/2005] ... BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS ~ CALL 417 -4807 FOR PUBLIC WORKS UTILITIES \J\ PLEASE PR;OVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE " INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA TION. ~ I KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I INSPECTION TYPE I DATE I ACCEPTED COMMENTS ~ YES I NO FOUNDATION: \ FOOTINGS I P-q-os ..lb).. - WALLS ~~J-e;.c::. JLt ~ FOUNDATIQN DRAINAGE / DOWN SPOUTS ~~ PIERS I ~~ POST HOLES (POLE BLDGS ) I PLUMBING Se.we.-r- RV to-6-oS 13(J \S\~ I UNDER FLOOR / SLAB ~t; I ROUGH-IN 1/1110& jU., I WATER LINE (METER TO BLDG) \ Rn,r/ - b) ~b f'1c ~ I GAS LINE BACK FLOW / WATER AIR SEAL . WALLS It ( 1110& liW I CEILING FRAMING I JOISTS / GIRDERS I SHEAR W AL'UHOLD DOWNS ( - .J-- _.,1, - L \ I WALLS / ROOF / CEILING .... I I DRYW ALL (INTERIOR BRACED PANEL ONLY) I T-BAR I I INSULATION I SLAB I Il'2--2t.f -oCoI JI ( I ~LOOR/CEILING I MECHANICA~ pmJ- ~) lOb '-(ZJ'O HEAT PUNW I FURNACE I DUCTS I GAS LINE i WOOD STOVE I PELLET I CHIMNEY I COMMERCIAL HOOD / DUCTS I MANUFACTURED HOMES I I I FOOTING I SLAB BLOCKING & HOLD DOWNS ! I I SKlRTING I I I PLANNING DEPT SEPARATE PERMIT #'s SEPA P ARKINGILI,GHTlNG l I I ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES I NO I COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W I PWI CONSTRUCTION - R W_ ENGINEERING 417-4807 PW / ENGINEERING . FIRE 417-4653 FIRE DEPT I PLANNING DEPT 417-4750 I I. PLANNING DEPT I I BUILDING 417-4815 b(/2/Vb p~ BUILDING T \PohCles\II02_\5 buddIng penTIlt inspectIOn record05 wpd /4/2005] I / 83. stJ-' SrrE PLAN I OJ- YMP:IC. L-ANO ! i OellE'LoPME"Nr ;25' LoT tblq (P.2-.5 ' , )LjOL Au..~oItA cr ----- - - OJ.,.YN/prc NBr6tfTS I e' ~ . ---J I I k ,')3 ' I ( (pO' , I )' I II otIS E Isz" S(i} Fr I - 00 '\1 I 11.:. I '" 537!' ,... tv) - ~ I I ~ ~ - i I GM46C' COtlE!:ED I ~oRC.H 50ft; .5Q FT 7;l. SGj I I --rr I , , I I I I L - - - - - - I \ : ;ZS' - - ---- ~ ~ -- . u _ - -- _ n - ~ - -0----- ___ /IIOI<TH SC/1LE I":; 10 , I ~<f', 6 I ' I AUA:O;(A ~T /~ PREPARED 6/05/06, 11 22 22 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 6/05/06 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV- CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE (360) 457-7222 PARCEL 06-30-01-7-5-0190-0000- APPL NUMBER. 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 6" slope away from fnd/11ght f1xture on rear m1ss1ng/collar at k1tchen hood exhaust to be sealed per code/d1shwasher supply to be connected/dryer duct to extend out beyond wall r1m of p1pe/1nsulat1on tags reqd 1n att1c/vent fan sone rat1ngs'/duct under k1tchen cabnet or grate?/house numbers f1xed to permanentely 1d property/seal exter10r penetrat1ons/ wood next to concrete to be off ground as to not absorb water/ BL99 02 6/01/06 JLL BUILDING FINAL TIME 13 00 6/01/06 DA ALLAN 809-0445 05/31/2006 03 40 PM DYASUMUR --------------------------- 06/02/2006 12:07 PM PBARTHOL --------------------------- F1nal grade 6"/10' per IRC 401 3 L1ght f1xture m1ss1ng on rear of house crawl space not access1ble, hatch to t1ght. (alan sa1d he wouldn't open) When ask for a ladder alan sa1d he d1dn't have to prov1de one $50 00 re1nspect1on fee pa1d pr10r to next l.nspectl.on *************Note**************** Spec1f1c 1nstruct1on not to occupy pr10r to approval of the f1nal 1nspect1on per IRC If house was occup1ed everyth1ng would need to be moved out before we would do the l.nSpectlon 06/05/2006 11-15 AM PBARTHOL --------------------------- BL99 03 6/05/06 JLL BUILDING FINAL , / _/ ~ 06/02/2006 12 53 PM PBARTHOL --------------------------- __________~~~~~-----------:~::~-f::::E:::d~:n:o:::h:-::_::::_~:::________________________ - -- PREPARED 6/01/06, 10 44,47 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR, JAMES L LIERLY DATE 6/01/06 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV, CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC. PHONE , (360) 457-7222 PARCEL 06-30-01-7-5-0190-0000- APPL NUMBER. 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 5/25/06 JLL MECHANICAL FINAL TIME 13 00 5/26/06 DA ALAN 809-0445 OS/24/2006 09.27 AM DYASUMUR --------------------------- OS/26/2006 09 04 AM JLIERLY ---------------------------- ME99 02 6/01/06 JLL MECHANICAL FINAL ~ ~, ~ 06/01/2006 10 44 AM JLIERLY ---------------------------- ____________J________~_________________________________________________________________________ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 1/17/06 JLL PLUMBING ROUGH-IN TIME, 17.00 1/18/06 AP 01/18/2006 09 01 AM JLIERLY ---------------------------- 01/18/2006 12 32 PM JLIERLY ---------------------------- PL99 01 5/25/06 JLL PLUMBING FINAL TIME 13,00 5/26/06 DA ALAN 809-0445 OS/24/2006 09,28 AM DYASUMUR --------------------------- OS/26/2006 09 04 AM JLIERLY ---------------------------- PL99 02 6/01/06 JLL PLUMBING FINAL . / A" 06/01/2006 10.43 AM JLIERLY __hh_hh_h_h_hhUUU -----------~~!----------------------- COMMENTS AND NOTES -------------------------------------- .-- -. PREPARED 6/01/06, 10:37 09 ~ C~TY OF PORT ANGELES INSPECTION TICKET .' AD~~~~~---------------------------------~~~~~CTOR JAMES L LIERLY PAGE 6 CONTRACTOR : ~~2 AURORA CT ____________________________________DATE 6/01/06 OWNER . T ACTION CONSTRUCTION INC SUBDIV --------------- PARCEL .. ~~=~~~C LAND DEVELOPMENT INC PHONE : (360) 681-3992 APPL NUMBER. 05 _ 000 01-7 - 5 - 0190 - 0000 _ PHONE : (360) 457 -7222 _______________ 00645 RES NEW SFR REQUESTE~----------------------------------- TYP/SQ COMPLETED Ri~SP DESCRIPTION ----------- ------------------- _________________ _______~=____~~~~~TS/COMMENTS --------- ~ s10~~-~~------------------------------- at k1tch ay from fnd/~ht f1xture ---------------------- supply t~nb~ood exhaust to be sealed ~~rr~~~ ~1ng~llar -- r1m of connected/~er duct t e shwasher ~at1ngS~~~~:~1~~t~~~~ ~e~d 1noa~~~~/~e~~tf~~y~~~ewall 1xed to perman t .- a net or grate?.At6W BL99 02 penetrat1ons/ w~~de~~x~d property/seal exte~1o~ufe numbers 6/01/06 not absorb water/ to concrete to be off ground JLL BUILDING FINAL TIME' as to ALLAN . 13.00 - - -- ______~0:=~~~=__~=~:=~2006 03:40 PM DYASUMUR ------------------- ------------- COMMENTS AND NOTES ------------------------- ------------ jf,u.tlib ;r;vS~O?lJA/ t//fS 61c/~ ).If) r ro tI~url 6dPtU- k jt//J-t- . ~ ;CF- /I'd tI~1f,- Wn6 ~UdP/~ ,cv.u2y 1#4 ,"~u v) ;J1v~ (ZJ g~ hoC/OJ CJtLr 8~,0~ JV Wt- \tLIO(,UA ,{~_ /#S~~p' ~ r~/( 'V ~v i) v\ \.\. I };/) . . BUILDING DIVISION - , CITY OF PORT ANGELES * * Correction Notice , "- Job Located at /1-1/--2- ~~JVr t?r Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~3 ~fU, ~~'1"V04()' 13 *F;;.;/It- ~ t/' ~Jf!/~ /A/ /t? / AWf/Ay' kun ~~ ,:t/.-IG/lrhYnJ~ (!, ~/JJIS~/At~ . 1.:4~//f//?;(/r 4,us€. Uu/?1/3r;~ &K 716a7w~~ AI~/ ~4?9L/L p~:JiL ~ / ~ ~ Y7t/A-r ~ IJu1,rJ f#;-/'>-lk-alal/U-bPr eJ/J,L</ ir) rPVr.u-r -r'.cM4 ~e..? (ilti- ~1005 eC/lku-t"IQ; JJ()n~) _1!:.a;~~'S cj/{0 ~d~a?7~# ~ &IJ BCpCc7~ /V.exf r .::z;::A./ .s.P€"c::..-770 4/ f These corrections must be made and are" not to be covered until reinspection is made. When corrections have been made, please call 4/7 ..- 4~ie,. for InSpeCtio~ %:l/3 Date !IJ /( Ch / / ' Inspector for Building Division DO NOT REMOVE THIS TAG BUILDING DIVISiON -#- I CITY OF PORT ANGELES * * Correction Notice , "- Job Located at J L/ 0 ;;... Au(2. orz ~ G~ Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~1C l' k , {o '5 ~S- +=c..Y\... 10 ~~J V'1Z v ~~ L,J~ h"l.. i-vvL ~ l)U ~ ~Sr't.lr: ~ Cal,l~ ~ U.,.,J! -g.~D 'i-o ~ \ -P:n- ~o':::-. ~~k~6_~ ~ (p~~ t) ~(J Iy Lw~) These corrections must be made and are not to be covered until reinspection is miD" VJhe~~Ons have been made, please call '1 for inspecti~ Date Jr.; \:>(0 tJC[; , I l Inspector for Building Division DO NOT REMOVE THIS TAG BUILDING D'IVISION .1t- L- CITY OF PORT ANGELES * * Correction Notice '- Job Located at {qo~ Au~lIJ Inspection of your work revealed that the following is not in accordance with the codes governing the work in ~hiS jUriSdi~ V~~ \-es ts"Kk1J 0 (>~ lZ:U()()~ t-o {'r::>i.A l~ ~ '~d-"F~ ~e- ~~ z ~ iuJ- ~ ~ i...L..u I!"h'v.,-~ J.J.1=/u<!;L.f: ~~ ~\ ~~M<c.f A.tba ~,-~~ At,~ ,i (1~ L.4-oo~ 1):-- t10y::,~:tt:-~ t- 1'.)(~1::) ~ ?ei'~I\~~ (y ..J:-:t:>. ~f'-U~ *~~ ~~ ~~( . These corrections must be made and are not to be covered until reinspection is made. When ,orrections have been made, please call l.{l:J - f.,. g I ~ for inspeCronj Date 5J 25. b~ jLG - . t Inspector for Building Division DO NOT REMOVE THIS TAG PREPARED 5/25/06. 10:59 56 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR. JAMES L LIERLY DATE 5/25/06 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE (360) 457-7222 PARCEL 06-30-01-7-5-0190-0000- APPL NUMBER 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/09/05 JLL BUILDING FOUNDATION FOOTING 9/09/05 AP 09/08/2005 04 _13 PM PBARTHOL ALLEN NO PHONE 09/09/2005 04-59 PM JLIERLY ---------------------------- BI2 01 9/21/05 JLL BUILDING FOUNDATION WALL 9/21/05 AP 09/21/2005 08:24 AM DYASUMUR --------------------------- Contact Alan @ 809-0445 09/21/2005 04:37 PM PBARTHOL --------------------------- PW2 01 10/06/05 RV PUBLIC WORKS SEWER CONNECTION 10/06/05 AP 10/07/2005 04-20 PM RVESS ------------------------------ 10/07/2005 04 21 PM RVESS ------------------------------ BL9 01 10/20/05 JLL BUILDING SHEARWALL 10/20/05 CA 10/19/2005 11 42 AM PBARTHOL ALLEN 809-0445 Inspect~on should have been on 1412 Aurora Ct. BL9 02 12/15/05 JLL BUILDING SHEARWALL TIME 17 00 12/15/05 AP 12/14/2005 03 37 PM PBARTHOL --------------------------- ALAN 809-0445 12/15/2005 04 15 PM JLIERLY ---------------------------- BL3 01 1/17/06 JLL BUILDING FRAMING TIME 13 00 1/18/06 AP 01/17/2006 08 34 AM DYASUMUR --------------------------- TOBY 460-5578 01/18/2006 12 32 PM JLIERLY ---------------------------- BAIR 01 1/17/06 JLL BUILDING AIR SEAL TIME: 17:00 1/18/06 AP 01/18/2006 09 01 AM JLIERLY ---------------------------- 01/18/2006 12 32 PM JLIERLY ---------------------------- BLI 01 1/24/06 JLL BUILDING INSULATION TIME: 13: 00 1/25/06 AP 01/24/2006 08 02 AM DYASUMUR --------------------------- ALAN 809-4455 01/25/2006 08 38 AM JLIERLY ---------------------------- BLDR 01 3/23/06 JLL BUILDING DRYWALL IBWP TIME: 13 _ 00 3/23/06 DA 03/23/2006 08 02 AM DYASUMUR --------------------------- TOM 461-0960 03/23/2006 04:40 PM JLIERLY ---------------------------- cannot ver~fy screws ~n ~bwp/Jll BLDR 02 3/29/06 JLL BUILDING DRYWALL IBWP TIME' 13:00 3/29/06 DA 03/27/2006 04:08 PM DYASUMUR TOM @ 461-0960 03/29/2006 04:16 PM PBARTHOL --------------------------- IBWP MISSING IN DEN ( ?J RECALL WHEN ALL IPBW COMPLETE AND READY FOR INSPECTION_ BLDR 03 3/30/06 JLL BUILDING DRYWALL IBWP TIME 13 00 3/30/06 AP 03/30/2006 04-03 PM DYASUMUR --------------------------- 03/30/2006 04:04 PM DYASUMUR --------------------------- BL99 01 ~ ~ BUILDING FINAL TIME 13' 00 ALAN 809-0445 OS/24/2006 09 27 AM DYASUMUR --------------------------- ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ . - PREPARED 5/25/06, 10 59 56 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR. JAMES L LIERLY DATE 5/25/06 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV: CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE : (360) 457-7222 PARCEL . 06-30-01-7-5-0190-0000- APPL NUMBER: 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 ~~ MECHANICAL FINAL TIME 13:00 ALAN 809-0445 OS/24/2006 09:27 AM DYASUMUR - - - - - - - - - - - - - - - - - - - - - - - - - -- ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 1/17/06 JLL PLUMBING ROUGH-IN TIME' 17.00 1/18/06 AP 01/18/2006 09 01 AM JLIERLY ---------------------------- 01/18/2006 12 32 PM JLIERLY ---------------------------- PL99 01 ~JSL~ PLUMBING FINAL TIME 13:00 ALAN 809-0445 OS/24/2006 09:28 AM DYASUMUR - - - - - - - - - - - - - - - - - - - - - - - - - -- -------------------------------------- COMMENTS AND NOTES -------------------------------------- -~. ..~. - - -~......,- .. I..... ~ ..r..,.._~~--..._~. ~........._",-.....:-~...',--J..',__~_. "_;..- -9- BUILDtNG..DIVISION CITY OF PORT ANGELES ~ * * Correction Notice Job Located at /~?- ;tdd~ 5 Inspection 'of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: t~L -~ /,v~P~~C~d/ W ;-f~~I/ A P jLfu /~W , -r p ( /fW~L~r?:- - '- - These corrections must be made and are not to be covered until reinspectioQ, is made:Wn c~~ns r have been made, please call _ 7- V-? ~! - :~t~nSP~l~k~ ~/ I DO NOT REMOVE THIS TAG 3/29/06, . " INSPECTION TICKET PREPARED 12'30 28 PAGE 8 CITY OF PORT ANGELES INSPECTOR, JAMES L LIERLY DATE 3/29/06 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV' CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE , (360) 457-7222 PARCEL 06-30-01-7-5-0190-0000- APPL NUMBER, 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/09/05 JLL BUILDING FOUNDATION FOOTING 9/09/05 AP 09/08/2005 04 13 PM PBARTHOL ALLEN NO PHONE 09/09/2005 04.59 PM JLIERLY ---------------------------- BI2 01 9/21/05 JLL BUILDING FOUNDATION WALL 9/21/05 AP 09/21/2005 08 24 AM DYASUMUR --------------------------- Contact. Alan @ 809-0445 09/21/2005 04,37 PM PBARTHOL --------------------------- PW2 01 10/06/05 RV PUBLIC WORKS SEWER CONNECTION 10/06/05 AP 10/07/2005 04.20 PM RVESS ------------------------------ 10/07/2005 04 21 PM RVESS ------------------------------ BL9 01 10/20/05 JLL BUILDING SHEARWALL 10/20/05 CA 10/19/2005 11. 42 AM PBARTHOL ALLEN 809-0445 Inspect10n should have been on 1412 Aurora Ct. BL9 02 12/15/05 JLL BUILDING SHEAR WALL TIME, 17 00 12/15/05 AP 12/14/2005 03 37 PM PBARTHOL --------------------------- ALAN 809-0445 12/15/2005 04,15 PM JLIERLY ---------------------------- BL3 01 1/17/06 JLL BUILDING FRAMING TIME, 13 00 1/18/06 AP 01/17/2006 08 34 AM DYASUMUR --------------------------- TOBY 460-5578 01/18/2006 12 32 PM JLIERLY ---------------------------- BAIR 01 1/17/06 JLL BUILDING AIR SEAL TIME 17,00 1/18/06 AP 01/18/2006 09,01 AM JLIERLY ---------------------------- 01/18/2006 12.32 PM JLIERLY ---------------------------- BLI 01 1/24/06 JLL BUILDING INSULATION TIME, 13,00 1/25/06 AP 01/24/2006 08 02 AM DYASUMUR --------------------------- ALAN 809-4455 01/25/2006 08,38 AM JLIERLY ---------------------------- BLDR 01 3/23/06 JLL BUILDING DRYWALL IBWP TIME 13 00 3/23/06 DA 03/23/2006 08 02 AM DYASUMUR --------------------------- TOM 461-0960 03/23/2006 04 40 PM JLIERLY ---------------------------- cannot ver1fy screws 1n 1bwp/jll BLDR 02 ~JLL BUILDING DRYWALL IBWP TIME' 13 00 . 'Y ~A- 03/27/2006 04 08 PM DYASUMUR TOM @ 461-0960 -------------------------------------- COMMENTS AND NOTES -------------------------------------- ~ vJ~ /!tv ttu> /' ~ r I;,-w .,0 tnulUt'~ or '- ~ ~ ~f~ ' - ..- . PREPARED 3/23/06, 14 21 39 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 3/23/06 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV: CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE : (360) 457-7222 PARCEL 06-30-01-7-5-0190-0000- APPL NUMBER: 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLl 01 9/09/05 JLL BUILDING FOUNDATION FOOTING 9/09/05 AP 09/08/2005 04,13 PM PBARTHOL ALLEN NO PHONE 09/09/2005 04:59 PM JLIERLY ---------------------------- BI2 01 9/21/05 JLL BUILDING FOUNDATION WALL 9/21/05 AP 09/21/2005 08:24 AM DYASUMUR --------------------------- Contact. Alan @ 809-0445 09/21/2005 04:37 PM PBARTHOL --------------------------- PW2 01 10/06/05 RV PUBLIC WORKS SEWER CONNECTION 10/06/05 AP 10/07/2005 04:20 PM RVESS ------------------------------ 10/07/2005 04:21 PM RVESS ------------------------------ BL9 01 10/20/05 JLL BUILDING SHEARWALL 10/20/05 CA 10/19/2005 11:42 AM PBARTHOL ALLEN 809-0445 Inspect10n should have been on 1412 Aurora Ct. BL9 02 12/15/05 JLL BUILDING SHEARWALL TIME 17.00 12/15/05 AP 12/14/2005 03:37 PM PBARTHOL --------------------------- ALAN 809-0445 12/15/2005 04:15 PM JLIERLY ---------------------------- BL3 01 1/17/06 JLL BUILDING FRAMING TIME 13 00 1/18/06 AP 01/17/2006 08:34 AM DYASUMUR --------------------------- TOBY 460-5578 01/18/2006 12 32 PM JLIERLY ---------------------------- BAIR 01 1/17/06 JLL BUILDING AIR SEAL TIME. 17 00 1/18/06 AP 01/18/2006 09 01 AM JLIERLY ---------------------------- 01/18/2006 12'32 PM JLIERLY ---------------------------- BLI 01 1/24/06 JLL BUILDING INSULATION TIME 13:00 1/25/06 AP 01/24/2006 08.02 AM DYASUMUR --------------------------- ALAN 809-4455 01/25/2006 08 38 AM JLIERLY ---------------------------- BLDR 01 ~~~ BUILDING DRYWALL IBWP TIME: 13:00 03/23/2006 08 02 AM DYASUMUR --------------------------- TOM 461-0960 -------------------------------------- COMMENTS AND NOTES -------------------------------------- No ~ +0 1f1~(l-i)_ ~~ f.J~ lYL " .. . - . .. BUILDING DIVISION CITY OF PORT ANGELES * * - Correction Notice "- Job Located at 1402- Av~~ C" Inspection of your work revealed that the following is not in accordance with the codes governing the work in this juri~diction: ~ '" rPOVlbL ~ '-'L/ A '-/ '0 \/~ &=:--/ ~e.Jk_\ A / 'P^., .=I'-/-\ , ~(''- l ?., \..~) .p ~l TiMIL oJ::.. ...I::"'f)...( "S ~..;:.. c.. ,;6pJ. I .J .- These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call 41 7 q i3 ( r for inspection. ! g;;?6: Date ?::> I'Z-~ 0&7 f I .;(nspector for Building Division DO NOT REMOVE THIS TAG - I \- PREPARED 1/24/06, 13'40 29 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/24/06 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE (360) 457-7222 PARCEL 06-30-01-7-5-0190-0000- APPL NUMBER 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/09/05 JLL BUILDING FOUNDATION FOOTING 9/09/05 AP 09/08/2005 04:13 PM PBARTHOL ALLEN NO PHONE 09/09/2005 04:59 PM JLIERLY ---------------------------- BI2 01 9/21/05 JLL BUILDING FOUNDATION WALL 9/21/05 AP 09/21/2005 08 24 AM DYASUMUR --------------------------- Contact Alan @ 809-0445 09/21/2005 04 37 PM PBARTHOL --------------------------- PW2 01 10/06/05 RV PUBLIC WORKS SEWER CONNECTION 10/06/05 AP 10/07/2005 04 20 PM RVESS ------------------------------ 10/07/2005 04 21 PM RVESS ------------------------------ BL9 01 10/20/05 JLL BUILDING SHEARWALL 10/20/05 AP 10/19/2005 11 42 AM PBARTHOL ALLEN 809-0445 10/20/2005 04.47 PM PBARTHOL --------------------------- BL9 02 12/15/05 JLL BUILDING SHEARWALL TIME 17 00 12/15/05 AP 12/14/2005 03:37 PM PBARTHOL --------------------------- ALAN 809-0445 12/15/2005 04 15 PM JLIERLY ---------------------------- BL3 01 1/17/06 JLL BUILDING FRAMING TIME 13:00 1/18/06 AP 01/17/2006 08 34 AM DYASUMUR --------------------------- TOBY 460-5578 01/18/2006 12 32 PM JLIERLY ---------------------------- BAIR 01 1/17/06 JLL BUILDING AIR SEAL TIME 17:00 1/18/06 AP 01/18/2006 09 01 AM JLIERLY ---------------------------- - 01/18/2006 12 32 PM JLIERLY ---------------------------- BLI 01 ~-Jt{? BUILDING INSULATION TIME: 13 00 01/24/2006 08 02 AM DYASUMUR --------------------------- ALAN 809-4455 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 1/18/06, 9 02 11 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR, JAMES L LIERLY DATE 1/17/06 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE (360) 457-7222 PARCEL 06-30-01-7-5-0190-0000- APPL NUMBER 05-00000645 RES NEW SFR --------------------------------------~--------------------------------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/09/05 JLL BUILDING FOUNDATION FOOTING 9/09/05 AP 09/08/2005 04,13 PM PBARTHOL ALLEN NO PHONE 09/09/2005 04.59 PM JLIERLY ---------------------------- BI2 01 9/21/05 JLL BUILDING FOUNDATION WALL 9/21/05 AP 09/21/2005 08 24 AM DYASUMUR --------------------------- Contact Alan @ 809-0445 09/21/2005 04 37 PM PBARTHOL --------------------------- PW2 01 10/06/05 RV PUBLIC WORKS SEWER CONNECTION 10/06/05 AP 10/07/2005 04 20 PM RVESS ------------------------------ 10/07/2005 04 21 PM RVESS ------------------------------ BL9 01 10/20/05 JLL BUILDING SHEARWALL 10/20/05 AP 10/19/2005 11 42 AM PBARTHOL ALLEN 809-0445 10/20/2005 04 47 PM PBARTHOL --------------------------- BL9 02 12/15/05 JLL BUILDING SHEARWALL TIME, 17 00 12/15/05 AP 12/14/2005 03 37 PM PBARTHOL --------------------------- ALAN 809-0445 12/15/2005 04 15 PM JLIERLY ---------------------------- BL3 01 ~~ BUILDING FRAMING TIME, 13 00 . 01/17/2006 08 34 AM DYASUMUR -- -- -- -- -- -- -.- -- -- -- - - - - - -- TOBY 460-5578 :~::-:~----~1~-~~-----~~~~;~~~~~::~~:~~--~::~~=~~~~:============================----- PERMIT: PL 00 ING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ~:~__::__~\\~~~~~~~-----:~~:~~::::::::~~D~::::I:~~~:~~~~~~~~~~~~~~~~~~~~~~~~~~~~_____ ~ - PREPARED 12/15/05, 13:09 24 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR- JAMES L LIERLY DATE 12/15/05 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE (360) 457-7222 PARCEL 06-30-01-7-5-0190-0000- APPL NUMBER 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/09/05 JLL BUILDING FOUNDATION FOOTING 9/09/05 AP 09/08/2005 04 13 PM PBARTHOL ALLEN NO PHONE 09/09/2005 04-59 PM JLIERLY ---------------------------- BI2 01 9/21/05 JLL BUILDING FOUNDATION WALL 9/21/05 AP 09/21/2005 08:24 AM DYASUMUR --------------------------- Contact Alan @ 809-0445 09/21/2005 04-37 PM PBARTHOL --------------------------- PW2 01 10/06/05 RV PUBLIC WORKS SEWER CONNECTION 10/06/05 AP 10/07/2005 ,04:20 PM RVESS ------------------------------ 10/07/2005 04-21 PM RVESS ------------------------------ 1i:...L..I,;l .'.. ....- .-- -. . - v. .l..V/,,-u/v:;l v~~ du~~u~~~ ~n~~~~fi~~ ... '('I~':' .r :_~:~ -- ..",~ J-u'. ...hRTHOL ALLEN ---- 809-0445 10/20/2005 04 47 PM PBARTHOL --------------------------- BL9 02 ~~ BUILDING SHEARWALL TIME- 17 00 12/14/2005 03-37 PM PBARTHOL --------------------------- ALAN 809-0445 -------------------------------------- COMMENTS AND NOTES -------------------------------------- '" - PREPARED 10/20/05, 1L28 30 INSPECTION TICKET PAGE 13 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 10/20/05 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV CONTRACTOR WANT ACTION CONSTRUCTION INC. PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC. PHONE (360) 457-7222 PARCEL T6-30-00-1-0-7800-0019- APPL NUMBER- 05-00000645 RES NEW SFR ----------------------------------------------------------------------------- BPR 00 BUILDING PERMIT - RESIDENTIAL EQUESTED INSP DESCRIPTION CO ED RESULT RESULTS/COMMENTS BL1 01 BI2 01 9/21/05 9/21/05 --------------------------- (" (jtkty --------------------------- PW2 01 10/06/05 10/06/05 BL9 01 -- PBARTHOL OS ~ ~1 C~AND 'OT" -------------------------------------- )h ~//t7V ~~. 401- (/ f.p 0 - - (b{) II f 11-' ~ ,/ J~v l~l;zJ )01 b 1J~ lK\:J PREPARED 9/21/05. 11 30 14 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/21/05 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV: CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE (360) 457-7222 PARCEL . T6-30-00-1-0-7800-0019- APPL NUMBER 05-00000645 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 9/09/05 JLL BUILDING FOUNDATION FOOTING 9/09/05 AP 09/08/2005 04 13 PM PBARTHOL ALLEN NO PHONE '" "~~ ~~(~(~~';Ou::A;:'N":A"~""RL' ---------------------------- 09/21/2005 08 24 AM DYASUMUR --------------------------- Contact Alan @ 809-0445 --------------------~------------- COMMENTS AND NOTES -------------------------------------- PREPARED 9/09/05, 12 38-17 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR: JAMES L LIERLY DATE 9/09/05 ------------------------------------------------------------------------------------------------ ADDRESS 1402 AURORA CT SUBDIV CONTRACTOR WANT ACTION CONSTRUCTION INC PHONE (360 ) 681-3992 OWNER OLYMPIC LAND DEVELOPMENT INC PHONE (360 ) 457-7222 PARCEL T6-30-00-1-0-7800-0019- APPL NUMBER- 05-00000645 RES NEW SFR ~----------------------------------------------------------------------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------- ---------------------------------------- BL1 01 ~~ BUILDING FOUNDATION FOOTING 09/08/2005 04.13 PM PBARTHOL ALLEN NO PHONE -------------------------------------- COMMENTS AND NOTES -------------------------------------- ,-, .. FOR OFFI~L USE ONLY BUILDING PERMIT - APPLICATION Date Rec "1. '-o/tJl1 J Perm" # C~- b4fJ Fill out COMPLETELY and in INK. Your application and site plan MUST BE,' Date APproved~ COMPLETE to be accepted for review. If you have any questions, call . PERMITS (360) 417-4815 FAX(360)417-4711 Date Issued I ApplIcant or Agent: Leah If Oa dS' Phone' t'?GO/ ?Dq-OW<l , . owner:~~ Yh,jf2I'L La..nd tOe.LK-~~ytf Phone' '-fS 7 - 722. L Address: f. (). ~o V S1'5 CIty: (/, rlSborc:; wA ZIp: 9'?32.~ -- I Phone: 3&101 ?oC;- oW.:s Archi tect/Engmeer: ~ i.vAtlii';LT ~C("'1f-A +i Exp: {/~7 /0(, Phone:t.PFrI- 39t:fZ ontractor C On (O"S{-"...-L.{W"'Yl)tate License #: qq 2 13'3 Address: P-O. &x 14~.s City: :s equ...) I'Y7 I~A ZIp: Q,53 j'L PROJECT ADDRESS' /4:0J- Au.m~ 0/- ZONING: K:S 9 LEGAL DESCRIPTION: ~ot~1 l' Block: SubdlVlSlon: 01'1 j"J'rr/L f{e_t'q h t-s CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: Billing Address:. City: Credit Card Type VISA MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: .. ReSIdentIal "'New Constr. ORe-roof o Stove fS:L& SF @ $-1bP /SF. = $ (5~ CLoo -001 o Multl-famliy 0 AddItion o Move o Garage ":50&7 SF. @$ ~b /SF. = $_ '2"5~ gw ' 06 o CommercIal o Remodel o Demohhon o Deck SF.@$ /SF. = $ o Reparr o SIgn o Other TOfcAL V ALUA~N $-1 7-4!l CO . aD BRIEF DESCRIPTION OF THE PROJECT' Sf /'Je("" *LYht' 1.4 reSt enCp /n 4 df--Vrdc)~~ , , of- ....~2 hOYhr-s , COMMERCIAL/RESIDENTlAL: Occupancy Group: Occupant Load: Construchon Type: No. of Stones: ~ Lot SIZe:!JO e;e;_ Existmg Sq. Ft. () & Proposed Sq. Ft.:2 { o<f = TOTAL Sq. Ft. Total lot coverage 23 % APPROVALS: PLANNING USE ONLY: PLAN: BLDG: DPWU: ESAlWetland(s)' 0 Yes 0 No SEPA Checkhst requrred? 0 Yes 0 No Other: FIRE: OTHER: BUILDING PERMIT APPLICATION SUBMITTAL: The Bmldmg DivislOn can provIde you wIth mformatlOn on the apphcation and plan sublll1ttal requirements If you have queshons. VALUATION OF CONSTRUCTION. In all cases, a valuation amount must be entered by the apphcant. Tills figure will be revIewed and may be revIsed by the Bmldmg DIVIsIOn to comply wIth current fee schedules. Contact the Pemut Coordmator at 417-4815 for assIstance. PLAN CHECK FEE. IF a plan check fee IS due It must be sublmtted at the trme the buildmg pemut apphcation and constructlOn plans are sublll1tted. All other pemut fees are due at the tl1lle of pemut Issuance. EXPIRATION OF PLAN REVIEW: If no penlllt IS issued Wlthm 180 days of the date of applIcatlOn, the application will expire. The Bmldmg Official can extend the trme for action by the applIcant up to 180 days upon wntten request by the applIcant (see SectlOn R105.3.2 of the IntematlOnal Buildmg/Residential Code, 2003) No applIcatlOn can be extended more than once. I hereby cerlify that I have read and exammed thiS applicatIOn and know the same to be true and correct. I am authorized to apply for this permJt and understand that it is my responsibility to determme what permits are reqUired ,not the City's, and that I must obtain such permits prior to work. T\RVESS\BLDG-fonns-brochures\2DD3-Buildmgpenmtwpd Applicant: .~ ~ Date: 7/20/1)5 -, I ~ ~'--- ~ --------- ~~- ~ 5e n f- ~l II\. e. I C;oLtri- C. Scale: 1 " - 120' 1-0, 0;/1 I CJ f'o.. ~u..<o 0 120' 240' 360' I I I I , O( Y If} PIC- 11-8 t5 Jf1S ,- I 'Vashington State Energy Code II, ~~I_.........J"""-l.' Plan Review Checklist Ii~~ -1 0 SI-{ING'\ ApplIcant please Check write in N/A or fill in value on boxes or lmesc ProJ ect Address: 1'102- ACA/tJaL Cf- ComplIance Approacl1'(check one) 0 Systems analysIs o Component perfol1nance o PrescIiptlVe path HEATING SYSTEM o Zone Heating ~lectric Furnace ~Heat Pump FOUNDATION PHASE. o Slab R- ExtenOl down to frostlme/slab bottom, Intenor 24" honzontal or vertIcal, or, If radIant under entue slab o Below grade extenor wall msulatlOn R- (If mtenor -see InsulatlOn Phase) FRAMING PHASE ')tJ. Standard o Intermediate o Advanced ~Standard au seal sole plate/sub floor, rrrnJOlst, wmdow & doOl frames, wues, plurnbmg, ducts, hght fixtmes I)(Source speCIfic exhaust fans bath & laundry(50 cfm) htchen(lOO cfm) s6' Whole house exhaust fan cfm llltenmttent system has manual & auto controls OutdoOl au supply reg for habItable rooms or o Integrated fOlced -an system, fan cfm, outSIde au duct(wIth motor dampel) allowmg 35 and 5 ACH INSULA nON PHASE o R-::2l.- Wall msulatlOn(above glade) o R.;)f WallmsulatlOn(below grade) Intenor wall msulatlOn o R& Floor msulatlOn o R.lk" Cellmg msulatlOn' Includmg attIC hatch o R{j(l Vaulted Cellmg msulatlOn o Vapor letardels. Walls, CeIlmg' o 4 nnl poly ~Peml rated pamt Okraft faced batts o Vapm retardeIs FloOls o 4 mil poly ~aft faced batts ~Ground cover 6 nnl Black polyethylene, 12" lap at Jomts & extendmg to foundatlOn wall T \ROGER\BLDG_FORMS_BROCHURES\ENERGYPLANREVlEW Over: Fillm back SIde also. Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Building Department Use Only ." * '1 Permit #. . ", > ~ ...,,, ,-v " ". , ",<, \, HV~" .,'''!. ,l" Lot Address' /402 AtA./7)nL Cr- . Notes: City. Port AY1~ de-s . 1<, , State. LJA Zip ej'f3UJ 2- " '.,.' l '" 'l, ,'.11,\ , : /', ' f \' ll,H ,""",,-,, , 'v l"_ .' ... , , .<< .. ,<I -,I' " , ": " 1 _ - 'I '" ~ 1 H , " .< " -" 't' ,",>r!, ;:" , ", ,~ f Contact (.l cJ" {(OuA ~ lalrl ... :s~qL- ... Phone ! j., . , I 800,- 01./ 4- (j' " l',; l > ~ 1 Phone 2 '1 -' r "j)-' ''j> '1," l I, ,l' ~ t1 (ort 3QqL.- ", " -, <;. >. ,', ' . l '\ll." III '_cl Fax - b' I",,", ", , , 'I'" , ~'f , ", ~ l,t :: ) I '!-1 ,1,.'" " '.'" .l , '" i, n" > "(-"jl! "?'!' _ - , > , ". -;,. ",'.H~ ..' , ...- ~,<I d J, ~ ,,,.....<,~ ,1" a.-, - ~ '>,lIrp( 1'J.!l<l"d!' j,. < l' 1 "r,! ,:l It'! "' I h 1. \ 'f ' 'I ! ~, ' t'.~ > " ,q', ,; <1" i~nJtx"<l.$,!'~{ ;: , _~,l v' ,,,. /"1';, -~,H~ll~"l"n '~t~ ,l.>! Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazmg Option Only) "I G1,,;", Glazmg U-Factor I Door9 Wall Wall Wall SIab4 Opt"" Moo'" U- Ceilmg2 Vaulted Above Int4 Ext4 FloorS On % of Floor VertIcal Overhead 11 factor Ceiling3 Grade Below Below Grade Grade Grade III Unlimited 020 - R-38 ... -~~3~-IR_21-1 R-2! ~-1O-1 R-30 ~~1~ Group R-3 DAD 0.58 Occupancy Only See the code text for footnote references This project complies with the following: ./ The project IS a single family residence or duplex ./ The project IS wood frame OR all of the insulation IS Intenor or extenor of the framing. ./ All bUilding components meet the requirements listed in Table 6-1, Option III ./ The project will meet all other provIsions of the WSEC and VIAQ The project will take advantage of the following exceptions to the prescriptive option D 602,6 Exception 1 One door, that IS 24 ft 2 or less, that does not meet the standards is allowed Location of the door taking thiS exception o 602 6 Exception 2 Doors With a U-factor of 0 40 allowed Without calculations, Option III only Location of the door(s) taking thiS exception COPYright 2002. WSUCEEP02-056 Copied by permission from the Washington State University ExtenSion Energy Program Prescriptive - Simple Form - Climate Zone 1 7/26/2004 . ~ ~ORT ""'" CITY OF PORT ANGELES ~.J,o~~~ ha PUBLIC WORKS - UTILulbS DIVISION ~ -=->I' 321 EAST 5TH STREET, PORT ANGELES, WA 98362 :'\-- ~ ~ Application Number 05-00000645 Date 9/08/05 ,Application pin number 570265 Property Address 1402 AURORA CT ASSESSOR PARCEL NUMBER: T6-30-00-1-0-7800-0019- Application type description RES NEW SFR Subdivision Name Property Use Property Zoning . RS7 RESDNTL SINGLE FAMILY Application valuation 177900 " Owner Contractor ------------------------ ------------------------ OLYMPIC LAND DEVELOPMENT INC. WANT ACTION CONSTRUCTION INC. ,^.2.59403 HWY 101 P. O. BOX 1425 SEQUIM WA 98382 SEQUIM WA 98382 (360) 457-7222 (360) 681-3992 Other struct info TOTAL % LOT COVERAGE 23.00 NUMBER OF STORIES 1. 00 LOT SIZE 9120.00 TOTAL LOT COVERAGE 2104.00 NUMBER OF UNITS 1. 00 ---------------------------------------------------------------------------- Permit PUBLIC WORKS RES WATER SERV Additional desc . 3/4" DROP IN METER Permit pin number 56101 , . r~rmi t Fee 195.00 Plan Check Fee .00 Issue Date 9/08/05 Valuation 177900 Expiration Date 3/07/06 Qty Unit Charge Per Extension BASE FEE 195.00 ---------------------------------------------------------------------------- Permit RIGHT OF WAY Additional desc . P~rmit pin number 56119 permi t Fee 50.00 Plan Check Fee .00 Issue Date 9/08/05 Valuation 177900 Expiration Date 3/07/06 Qty Unit Charge Per Extension 1. 00 50.0000 ECH RIGHT OF WAY PERMIT 50.00 ---------------------------------------------------------------------------- Permit SANITARY SEWER HOOK UP Additional desc . Permit pin number 56093 Permit Fee 110.00 Plan Check Fee .00 Issue Date 9/08/05 Valuation 177900 Expiration Date 3/07/06 Qty Unit Charge Per Extension 1. 00 110.0000 EA SAN SEWER HOOKUP 110.00 ---------------------------------------------------------------------------- Special Notes and Comments Building address s1gn 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 location. No pressur1zed or pumping to curbs are allowed. An inspection 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 oon51,"& Sognafu,e of Co "~Ol A"thon~gq- q - r;-[5 , Date Signature of Owner (If owner is bUilder) Date T \Pohcles\1102 15R [1/05] .. . :f pORT ~ CITY OF PORT ANGELES t.J.o~~~ ha PUBLIC WORKS - UTILITIES DIVISION ~ -=->I, 321 EAST 5TH STREET, PORT ANGELES, WA 98362 "'- . ~ Page 2 Application Number 05-00000645 Date 9/08/05 Application pin number 570265 ---------------------------------------------------------------------------- Special Notes and Comments by Building Department is required prior to backfill. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped w~th residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/10/2005 09:50 AM SROBERDS -- The proposal is to construct a new s.f. res w/attached garage for total lot .....'. coverage of 23%. Improvements for the subdivision have been bonded and MUST BE PLACED PRIOR TO OCCUPANCY of the residential unit. No other land use issues are noted. Electrical load calculations and elctrical permits are required. Electrical u/g connection fee of $222.00 required 07/26/2005 10:20 AM GMCLAIN ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. ---------------------------------------------------------------------------- Other Fees RES UNDERGRND SERVICE FEE 222.00 SEWER SYSTEM DELV CHARGE 745.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 1025.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- - Perrl),i"t._Fee Total 355.00 355.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1996.50 1996.50 .00 .00 Grand Total 2351. 50 2351. 50 .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 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 authonty to Violate or cancel the proVisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authonzed Agent Date Signature of Owner (If owner is bUilder) Date T \PohcIes\ 1102 15R [1/05] IJORTANGELES .;-' ,:' WAS H I N G TON, U. S. A. Community & Economic Development Department .. . April 12, 2006 ,,'-I. ~-_' r ~ Ms. Suzann Pilot Olympic Land Development P.O. Box 595 Carlsbof:'::_W i\9832~ ",,/ .~--' ;~~,~?U.rt Dears~~ - ,. " This letter is a follow up and closure to our discussion regarding the change in approved construction at 1402 Aurora Court. Staff did contact Tacoma Truss and is in receipt of a letter from Burt Ballentine regarding the adequacy of the truss to support the f ~ amended wall design at 1402 Aurora Court. As stated previously, as the change has been approved by the truss engineer, we will, deem that the inspection performed, although not initialed on your site copy, is valid and recognizes the amended wall construction. Please note, per our discussion, that absolutely no further changes will be recognized in the "field" and particularly after the fact. The construction approved on the application - , , -- plans which will be found on each site shall not be changed unless the change has been , . -' previously approved by the City. Absolutely no inspections will be performed if a structure is occupied prior to final. '. . I appreciated the opportunity to discuss issues of concern with you and your ,', contractor Alan Roads. I do hope that we can proceed with the construction of your exceptional development without further ado or hard feelings. I hope that this issue is now . . closed. .- Smcere1y, V'O ~~ Sue Roberds Planning Manager T \FORMS\SuzannPl]otltr wpd -- - ......--~..~- Phone: 360-417-4750/ Fax: 360-417-4711 Website: WWW cltyofpa.us / Email' smartgrowth@cltyofpa us . , 321 East Fifth Street - PO. Box 1150/ Port Angeles, WA 98362-0217 '. Tacoma Truss 'S\lslems 20617 MOUNTAIN HIGHWAY, SPANAWAY, WASHINGTON 98387 B,~;J r!/n~'" D:n(7/t.:;!m~nf IJ -f1f . Jim L Lplt!!I- /l,..n' 7?~ P: YiAr':1t Aq _ /01-1 !? (/" / /) nnr! .Ioi / 9 (;0/12 AU/11JIl.a) lIeltellliA en.gJ.neeJterl ,1/t(JJJJ'uW lolt above, 7h..LJ ~hoUM /.JUp,rx)/zl. end~ orily. /Jul? eapabiJ.ilff i:o pf.d./ up ,25'0' iAu~-{Je-{J. ' 14' A - ~ -.. . - 9 L-{J :to i e Pj.f;M 0 I iAe enm!f (aJlrl do e -{J rwi u/Je iAe 4-'0 + eniAff wail) b I ileA I .. 7Nl 1i.' en;/:;t. etween R en-a.lJ"W"U)- G VllI..J-_O ff Coil duJuld you need rruJlte - (iJIt flDWl. u/Je OWl. unJJ..AeLl # L-{J /-8()(J- 37.1-9276. d' -'I ,,' !acoma i'russ I '1~~~ ~~ ~ " ~ ,~~~,'>-'~a I~m[;~ .. 20617 MOUNTAIN HIGHWAY, SPANAWAY, WA 98387-8179 . BURT BALLENTINE SALES REPRESENTATIVE iI TAC 253/847-2204 FAX 253/847-2207 SEA 206/622-7199 ;' E-MAIL TacTruss1@aol com ~ II TACOMA: 847.2204 FAX: 847-2207 SEATTLE: 622.7199 . !JOb . I Truss I lruss Iype I~~ IPIY I WANT ACTION CONST R18(62718I 32017 A9 DBl HOWE 2 Job Reference lop.lIonal) Tacoma T,:,ss Systems. Inc. Spanaway. WA 98387.8179 6200 s Jul13 2005 MITek Industnes.lne Fn Oct 2114 39 48 2005 Page 1 .. " 13-6-8 : 4-8-11 I 8-10-5 I 12-5-8 1~~"?rt~I-11 I i~-3-5 I 26-0-0 I 4-8-11 4-1-11 3-7-3 5x8eA62ll~ 3-7-3 4-1-11 4-8-11 Scale = 1 70 0 0-6-8 ~ N ro ch 0 I~ 6 14 13 12 11 10 9 3x8 MII20 II 6x8 MII20= 4xB MII20= 6xB MII20= 3x8 MII20 II : 4-8-11 I 8-10-5 I 13-0-0 6X1~ MII2q7-1_11 I 21-3-5 I 26-0-0 I 4-8-11 4-1-11 4-1-11 4-1-11 4-1-11 4-8-11 Plate Offsets (X.Y) [1 0-3-6.0-2-41.140-5-8.0-2-81. [50-5-8.0-2-81.180-3-6.0-2-41.1100-3-8.0-3-01. 111 0-6-0.0-3-81.1130-3-8.0-3-01 LOADING (pst) SPACING 2-0-0 CSI DEFL In (lac) I/defl Ud PLATES GRIP TCLL 250 Plates Increase 115 TC 072 Vert(LL) -017 11-13 >999 240 MII20 185/148 TCDL 70 Lumber Increase 1 15 BC 047 Vert(TL) -034 11-13 >901 180 BCLL 00 Rep Stress Incr NO WB 093 Horz(TL) 008 8 nla nla BCDL 100 Code IRC2003ffPI2002 (Matnx) Weight 337 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No 2 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purllnS, except BOT CHORD 2 X 6 OF 2400F 2 OE 2-0-0 oc purllns (5-2-4 max) 4-5 WEBS 2 X 4 HF StudlStd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braCing WEDGE Left 2 X 6 SYP No 2. Right 2 X 6 SYP No 2 REACTIONS (Ib/slze) 1 = 7386/0-5-8, 8=7386/0-5-8 Max Upllft1 =-659(load case 3). 8=-659(load case 3) FORCES (I b) - MaXimum Compression/Maximum TenSion TOP CHORD 1-2=-10151/923. 2-3=-8155n92. 3-4=-6163/660. 5-6=-6389/683. 6-7=-8126n90, 7-8=-10163/924.4-5=-5170/584 BOT CHORD 1-14=-673n953.13-14=-673/7953. 12-13=-492/6454. 11-12=-492/6454. 10-11=-490/6431.9-10=-674/7962. 8-9=-674n962 WEBS 2-14=-167/2341.3-13=-282/3339. 6-10=-268/3143. 7-9=-171/2393, 2-13=-1973/238. 3-11=-2870/327. 6-11=-2722/317. 7-10=-2016/241. 5-11 =-364/3637. 4-11 =-353/3530 NOTES 1) 2-plytruss to be connected together with 0 131"x3" Na,ls as follows Top chord~ connected as follows 2 X 4 - i row a1 0-9-0 oc Bottom chords connected as follows 2 X 6 - 2 rows at 0-7-0 oc Webs connected as follows 2 X 4 - 1 row at 0-9-0 oc 2) All loads are conSidered equally applied to all plies. except If noted as front (F) or back (B) face In the LOAD CASE(S) section Ply to ply connections have been prOVided to dlstnbute only loads noted as (F) or (B), unless otherwIse Indicated 3) Unbalanced roof live loads have been conSidered for thiS des'gn 4) Wind ASCE 7-02. 85mph. h=25ft. TCDL=4 2psf. BCDL=6 Opsf. Category II. Exp B. enclosed. C-C Extenor(2). cantilever left and nght exposed, end vertical left and nght exposed. Lumber DOL=1 33 plate gnp DOL=1 33 5) PrOVide adequate draInage to prevent water pondlng 6) ThiS truss reqUires plate Inspection per the Tooth Count Method when thiS truss IS chosen for quality assurance Inspection 7) ThiS truss has been deSigned for a 10 0 psf bottom chord live load nonconcurrent With any other live loads 8) ThiS truss IS deSigned In accordance With the 2003 International ReSidential Code sections R502 11 1 and R802 10 2 and referenced standard ANSlffPI1 9) Girder carnes tie-in span(s) 26-0-0 from 0-0-0 to 26-0-0 10) DeSign assumes 4x2 (flat onentatlon) purllns at oc spacing indicated, fastened to truss TC w/2-10d nails LOAD CASE(S) Standard Conlrnued on page 2 I EXPIRES: 01-24-0p I Ocrober 24,2005 it. WARNING - VerIlY design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lana --<Ill Design valid for use only with MITek connectors This design Is based only upon parameters shown, and Is for an Individual building component Suite #109 MI. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only, Additional temporary bracing to Insure stability during construction Is the responsibility of the erector Additional permanent bracing of the overall structure Is the responsibility of the building designer For general guidance regarding MiTek<lll fabrlcatlon, quality control. storage, delivery, erection and bracing. consult ANSI/TPI1 Quality Criteria. DSB-89 and BCSI1 Building Component Safety Informallon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 , '~~Mro>(Q)~~ ~lL!JMrg@lf~Ull~ ~V~~@M ~G~Ull~W~~ ~OJg~~y ~ Q)~~$ PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property "1 r- P/4 * Center plate on joint unless x,y Damage or Personal Injury ~ offsets are indicated. i 6-4-8 I dimensions shown In ft-In-slxteenths Dimensions are in ft-in-sixteenths. 1 Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X-bracing, is always required See BCSl1 . 0-1/16" and securely seat. 1 2 3 + TOP CHORDS 2. Never exceed the design loading shown and never stack ~ , ,+ f materials on inadequately braced trusses 3 Provide copies of this truss design to the building w- ~ 4 X 2 orlentation,locote designer, erection supervIsor. property owner and all other interested parties. plates 0 - 1/16" from outside 4 Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each Joint and C7-8 C6-7 CS-6 embed fully. Knots and wane at Joint locations are * This symbol indicates the BOTTOM CHORDS regulated by ANSljTPl1 - 8 7 6 5 - required direction of slots in 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSljTPl1 . 7 Unless otherwise noted. moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted. this design is not applicable for THE LEFT. use With fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and IS the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4x4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10 Plate type. size. orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LATERAL BRACING 11 Lumber used shall be of the species and size. and in all ~ Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use 11 or Eliminator bracing spacing shown on design if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft spacing, BEARING SBCCI 9667,9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. ~ Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15 Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. ~ number where bearings occur. --@ 16. Install and load vertically unless indicated otherwise. Industry Standards: Mil ANSI/TPI1: National Design Specification for Metal -- -~- - - ~ - - -- - - ~ - - Plate Connected Wood TruSs Construction. MiTek@ DSB-89: Design Standard for Bracing. - , BCSI1: Building Component Safety Information, .~ . Guide to Good Practice for Handling, ~ ., I . Installing & Bracing of Metal Plate @ 2004 Mitek@ Connected Wood Trusses. V'\./"-I V'\.<!Y'\j . . rOb - I Truss I lruss Type rty IPIY I WANT ACTION CONST R18~62'1161 32017 A9 DBL HOWE 2 Job Reference !opltonall Tacoma Truss Systems. Ine. Spanaway. WA 96367-6179 6200 s Jul13 2005 MITek Industnes.lne Fn Oct 21 1439462005 Page 2 , " . LOAD CASE(S) Standard .t. 1) Regular Lumber Increase=115. Plate Increase=115 Uniform Loads (pit) Vert 1-8=-514(F=-494). 1-4=-64.5-8=-64.4-5=-64 . " , A WARNING. VerYY design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane --@) Design volld for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component SUite #109 MI. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer Bracing shown Citrus Heights. Ca 95610 Is for lateral support of Individual web members only Additional temporary bracing to Insure stability during construction Is the responsibility of the erector Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek@) fabrication. quality control. storage, delivery, erection and bracing. consult ANSI/TPll Quality Criteria, DSB-89 and BCSll Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 , 'Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ; -+J i+ P/4 * Center plate on joint unless x,y Damage or Personal Injury ~ offsets are indicated. i 6-4-8 I dimensions shown In ft-In-slxteenths Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e g diagonal Apply plates to both sides of truss or X-bracing, is always required. See BCSl1 0-1/16" and securely seat. 1 2 3 TOP CHORDS 2 Never exceed the design loading shown and never stack t matenals on inadequately braced trusses. 5 ~~ 0 3. Provide copies of this truss design to the bUilding a: designer, erection supervisor, property owner and all 0 other interested parties * For 4 x 2 orientation, locate :I: () plates 0 - 1/16" from outside a.. 4. Cut members to bear tightly against each other. edge of truss. ~ 5. Place plates on each face of truss at each joint and Gl-B C6-? C5-6 embed fully Knots and wane at joint locations are * This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1 . - 8 7 6 5 - required direction of slots in 6, Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSi/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication, software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8 Unless expressly noted, this design is not applicable for THE LEFT. use With fire retardant or preservative treated lumber PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and IS the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4x4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, onentation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown Indicate minimum plating requirements. LAT!:RAt BRACING 11 Lumber used shall be of the species and Size, and In all p Indicated by symbol shown and/or BOCA 96-31 ,95-43, 96-20- 1 , 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use 11 or Eliminator bracing spacing shown on deSign. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral braCing at 10 ft spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less, if no ceiling is installed, unless otherwise noted. N11 Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate Without prior 1 ' I ( reaction section indicates joint approval of a profeSSional engineer. ~ number where bearings occur. --@ 16. Install and load vertically unless Indicated otherwise Industry Standards: Mil ANSI/TPI1: National Design Specification for Metal - Plate ConneGtecfWooaTruss Construction. - MiTek@ . - --- -- --- -- -..... --- -~-------------- DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, ~. J' , Guide to Good Practice for Handling, ~ ,\ I, Installing & Bracing of Metal Plate @ 2004 Mitek@ Connected Wood Trusses. V"- /"-1 V"-CiV'\j ., '~ CITY OF PORT ANGELES ! " PUBLIC WORKS - ELECTRICAL DIVISION " " ,21 EAST 5TH STREET. PORT ANGELES. WA 98362 , ~..~ .. Appllcation Number 10/20/05 I 05-00000645 Date Application pin number. 570265 Property Address 1402 AURORA CT ASSESSOR PARCEL NUMBER T6-30-00-1-0-7800-0019- Appllcatlon type descriptlon RES NEW SFR Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Applicatlon valuation 177900 Owner Contractor ------------------------ ------------------------ OLYMPIC LAND DEVELOPMENT INC WANT ACTION CONSTRUCTION INC. 259403 HWY 101 P O. BOX 1425 SEQUIM WA 98382 SEQUIM WA 98382 (360 ) 457-7222 (360) 681-3992 Other struct info TOTAL % LOT COVERAGE 23 00 NUMBER OF STORIES 1 00 II LOT SIZE 9120 00 II TOTAL LOT COVERAGE 2104 00 'II NUMBER OF UNITS 1 00 ~' ------------------------------------------------------------------ ---------- r Permlt ELECTRICAL NEW RESIDENTIAL Additional desc JARMUTH/ 2032 SF SFR Permlt pin number 62463 Sub Contractor JARMUTH ELECTRIC Permit Fee 119 80 Plan Check Fee 00 ~ Issue Date 10/20/05 Valuation 0 Explration Date 4/18/06 t " " ~ ',I Qty Unlt Charge Per Extension " 1 00 73 0000 ECH EL-R-SQFT FIRST 1300 73 00 I, ,I 0 II , 2 00 23 4000 5C EL-R-SQFT ADDITIONAL 500 46 80 ~ 'I , ---------------------------------------------------------------------------- Speclal Notes and Comments ~ Building address slgn shall not be less than 6" & not more than 12" in height Numbers colors must contrast wlth wall color they are mounted on (Ord 14 36 050-E) When roof gutters are installed, drains will located in dry n wells or piped to approved storm draln locatlon. No pressurized or pumping to curbs are allowed An inspectlon .i by BU11dlng Department is required prior to backfill. All homes in new subdivlslons that are outside of the Fire Department four.minute response area shall be equipped wlth residential flre sprinkler systems that comply with the , International Fire Code (IFC) and National Fire Protection " " Assoclatlon (NFPA) " 08/10/2005 09 50 AM SROBERDS -- The proposal is to " " construct a new's f res w/attached garage for total lot coverage of 23% Improvements for the subdlvislon have been bonded and MUST BE PLACED PRIOR TO OCCUPANCY of the residential unlt No other land use issues are noted Electrical load calculations and elctrical permits are required Electrlcal u/g.connection fee of $222 00 required 07/26/2005 10 20 AM GMCLAIN ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch Construct driveway and Sidewalks to City Standards : COMMENTS! ACTION NEEDED ti CITY OF PORT ANGELES . PUBLIC WORKS - ELECTRICAL DIVISION ~~ :m EAST 5TH STREET. PORT ANGELES. WA 98362 ~ ...... ..... '-'-.,. Page 2 Application Number 05-00000645 Date 10/20/05 Application p~n number 570265 ---------------------------------------------------------------------------- Special Notes and Comments No concrete with exposed aggregate allowed in the City road right of way An inspection by Public works Engineer~ng is required prior to prouring concrete ---------------------------------------------------------------------------- Other Fees RES UNDERGRND SERVICE FEE 222.00 SEWER SYSTEM DELV CHARGE 745 00 d STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 1025 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 119.80 119 80 00 00 Plan Check Total 00 00 00 .00 Other Fee Total 1996 50 1996 50 00 00 Grand Total 2116 30 2116.30 00 00 : COMMENTS/ ACTION NEEDED 1 ELECfRlCAL PERMIT INSPECflON RECORD GALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. ~ PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE I DATE I ACC.....>J>aI COMMENTS I YES I NO I DITCH I Ib-N-On ArJJ RUUUH-~ / CUV.ER /-6-tJ6 ;t/co SERVICEI l-~-b~ ~ I FINAL I I S''';J'I-O~ I ~ ~ I I I I I GENERAL CO~MENTS: I PW-II02.1S [4196] . : . ~ pORT ~ CITY OF PORT ANGELES ~-lO~~~ . rea DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUllDING DMSION ~ -=-- 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ~ Application Number 05-00000645 Date 1/19/06 Appl1cat1on pin number 570265 Property Address 1402 AURORA CT ASSESSOR PARCEL NUMBER: 06-30-01-7-5-0190-0000- ff~AL C=:V Application type descript10n RES NEW SFR Subdivision Name Property Use Property Zon1ng . RS9 RESDNTL SINGLE FAMILY ~!c:- /O~ Application valuat10n 177900 Owner Contractor ------------------------ ------------------------ -.... OLYMPIC LAND DEVELOPMENT INC. WANT ACTION CONSTRUCTION INC. J::'~ 259403 HWY 101 P. O. BOX 1425 ~ SEQUIM WA 98382 SEQUIM WA 98382 (360) 457-7222 (360) 681-3992 Other struct info TOTAL % LOT COVERAGE 23.00 Jl ~ NUMBER OF STORIES 1. 00 LOT SIZE 9120.00 ~ TOTAL LOT COVERAGE 2104.00 g NUMBER OF UNITS 1. 00 ---------------------------------------------------------------------------- \JJ Perm1t FIRE SPRINKLER RESID ~ Add1t1onal desc ~ Permit pin number 69146 Perm1t Fee .00 Plan Check Fee .00 ~ 1/19/06 Valuation ~ Issue Date 0 I Expiration Date . 7/18/06 ---------------------------------------------------------------------------- ~ Special Notes and Comments Building address slgn 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, dra1ns w1II located in dry wells or p1ped to approved storm drain location. No pressurized or pump1ng to curbs are allowed An inspection by BU1ld1ng Department 1S required pr10r to backfill. All homes 1n new subd1v1s1ons that are outside of the Fire Department four-minute response area shall be equ1pped w1th res1dential fire sprinkler systems that comply w1th the Internat10nal F1re Code (IFC) and Nat10nal F1re Protection Associat1on (NFPA). 08/10/2005 09:50 AM SROBERDS -- The proposal 1S to construct a new s.f. res w/attached garage for total lot coverage of 23%. Improvements for the subdivision have been bonded and MUST BE PLACED PRIOR TO OCCUPANCY of the res1dential un1t. No other land use issues are noted. Electrical load calculations and elctrical perm1ts are requ1red. Electrical u/g connect1on fee of $222.00 required 07/26/2005 10:20 AM GMCLAIN ---------------------------- San1tary sewer connect1on inspection is requ1red by Public Works pr10r to back f111 of d1tch. Construct driveway and Sldewalks to C1ty Standards. No concrete w1th exposed aggregate allowed in the C1ty road r1ght of way. An 1nspect1on by Publ1c Works Eng1neer1ng 1S requ1red pr10r to prour1ng concrete. ---------------------------------------------------------------------------- Other Fees RES UNDERGRND SERVICE FEE 222.00 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, jf 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 JJ:::J fJJ ~ '/ZS;ltJr; D~ . v Signature of Contractor or AuthOrized Agent I Date Signature of Owner (if owner is builder) T:\Pohcles\1102_15 bUIldmg penmt mspectlOn record05.wpd [1/4/2005] \, :fPORT~ CITY OF PORT ANGELES ~-lO~~~ ~ DEPARTMENT OF COMMUNlTY DEVELOPMENT - BUll.,DING DNISION ._ -=:;..;:I' 32] EAST 5TH STREET, PORT ANGELES, WA 98362 ,- ~ - Page 2 Appllcatlon Number 05-00000645 Date 1/19/06 Application pin number 570265 ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE 745.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 1025.00 ---------------------------------------------------------------------------- Fee summary Charged Pald Credited Due ----------------- ---------- ---------- ---------- ---------- Permlt Fee Total .00 ,00 .00 .00 Plan Check Total .00 .00 .00 00 Other Fee Total 1996.50 1996.50 .00 .00 Grand Total 1996.50 1996.50 .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. I)~ J J&"l~"- /?,~ Signature of Owner (if owner is builder) Signature of Contractor or Auth~rized Agent ate Date T'\Pohcles\1102_15 bUlldmg penmt InspectIon record05 wpd [1/412005] PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417-4650 FAX (360) 417-4659 Fire Sprinkler System Plan Review Project Name: Private Residence Address: 1402 Aurora Court Installer: Innovated Fire Sprinkler Installer Telephone: 452-7583 Type of System: Open 130 13RO 13DIZI Date: 1.18.2006 P AFD Permit #: 06 - 06 We have checked this plan and find that it conforms to the requirements of the code. Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. A design sprinkler flow test and alarm test are required for all 13D systems. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFPA Standard. This 13D system will require a measured flow test. 0 Contractor Reviewed by: ~~,Q~ ~ Building Department Date: \- l ~ .o'=' 0 Fire Department , . Fire Sprinkler System Plan Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452-7583 January 10, 2006 For: Want Action Construction PO. Box 1425 Sequim, WA. 98382 Location: 1402 Aurora Court Port Angeles, WA., 98362 .l,j U l1rUKAULIC CALCULATIONS. {f.,,(OL . , , , Worksheet For 1" CPVC Pi~e . Two heads require 26 gpm flow at designed pressure. (+ 5 gpm domestic us One head requires 18 gpm flow at designed pressure. , 1. Pipe size = I 1 II I CPVC (friction loss. 1067). 2. Water pressure at street (2) = GR pSI. 3. Meter friction loss (3) = - c, . psi (see Table 4-9.3d NFPA 13( 4. (2) C 8 minus (3) C( (4) = $I S psi remainir, 5. Loss from street main to control valve = c,c) feet X , .1067 , =~() feet (see friction loss chart). 6. (4) 'g; SCJ minus (5) ~,0/0" = (6) 52,~O psi remaininc 7. Elevation loss (building & street) = J 2- feet X .434 = 5".? I p; 8. (6) SZ/ c:'u.minus(7) S;_ZI - Lf 71J 9 psi remainin 9. Total length of pipe from control valve to the farthest sprinkler = SS,s fe, XI.106~= ~<). 92 pSI. 10. (8) L{ 7...f Cj minus (9) S 7<- - '11 . '-f 7 psi remainin~ - 11. Equivalent length for valves and fittings (meter to farthest sprinkler head): Tvoe Number Eauivalent 1 " T run 7 X I 1 1= '7 1 " T Branch I X 15 1= S 1" 90 Elbo.w ,1 X , 7 1= 2/ 1 ff Coupling / X I 1 1 = I - 1 ff 45 Elbow 0 X '1 1 = 0 1" Gate Valve / X I 1 1= / (11) Total Feet ,)S. 12. Loss in fittings (11) 35 feet X ,.10671 = 3/73 , pSI. 13: (10) '-II.. 4 7 minus (12) 3; /.J = .:J ? I 74 psi remaining. 14. PSI remaining (13) . ~) ~ 7'/ minus 3, ~I (loss in riser) parts = J (/; 7'1. 1'5. (14) :r y, 7 C( is more than the minimum design psi required for 2 or 1 sprinkler heads operating. - Riser Parts Needed Information: Potter flow switch 2.4 psi Type of sprinkler head L F .:.Ll- Soft seat valve 1.0 psi GPM & pressure 1st head Ie; jPlA, (9) )~LSpP.7 :Jlt( GPM & pressure 2nd head 2-LIJP ~ - -~- -~ -..- 3/4" water meter ~ or no) ~,--, ,- - '- FP-9C Revised 5/29/91 . . . . .MAN \ i=" OL 0 SPR-1NKLE.R r ~ . .. . .-' -- -. .--. . P.V c. ... _. ::- TO _ J-:l. EA D5 ... . . - .. - .. -- - - - .'- .. - - - . . u - - ~ - - - -- .. -- - . . . -- -- ----. - - . - - ---- --- .- ---- -.- -- .- - - --- -- ..-- ..- --- - -- --------- .------- -..- - - . -- - . -.. .---- - --.- ..- - - --- - -- - . - - -. - . .. -- -. - -- -.- - .. .. ~C- -no: - -.~J - _-_-~~ ~-: --- -. . .. - - - - -- - - ~ D~A"N_ RTfS'1-.-VALV (PLVN\BED TO. OVT.sID~J - - -. - - -- - -.- - - - . - -- .-. -. - -. - - .- - - .--- --- .. - ... ---- ------- --- ._- ..' ---- - . - _.-- -- -.-. -- -- -- --- ----. - - - --- - .- ..- - ..- -- --- .-_. ---- - .. - -- -- . -.-' -- -- ---- -- . . - -" - -- - - - - -- --.-' -------. --- .-' .- - --. . . - ------- - .- _\ .: _ .. _____________.__._.__ u - --- - - - ._---- . . - - I -- - - .- - - - - - - - . --. -'- .- - -----.- - . -' ._- - - . . . - -- --- - -- 1 J( _ P \ P E:. ' _ - -- --- -- - ---- -- -- - -.- --- - ------ - -.----- -.. -- --. - - - -- -. - --._- - ._- -- . - -- . - . -- - - - - .._-- -.- - --- ..-- -. ---. _.- . - .. - _..-- .- --- . - -' . . - s ~G.JV~ D BY.: ._. __ :. . -. . - . -. - - -- . .. - --. .-- -- .. . . --.. . F ~O_lV\ . ~ f\\ 0 V ATE. D F \ R E.. S.? Rll'\\ K L E RS ... M;:: T~'~ . . - . _ _ _ I to ~ -.a _. . - " l . , 3 tqco ~Fire & Building Products Direct Sales (Central): Tel. (800) 523-65121 Fax: (215) 362-5385 Distribution Sales (GemlStar): Tel. (800) 558-52361 Fax: (800) 877-1295 Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K-factor General stalled or finished. The tip of the Pro- tective Cap can also be used to mark Description the center of the ceiling hole into plas- - ter board, ceiling tiles, etc. by gently The Series LFII (TY2596) Residential pushing the ceiling product against the Protective Cap. When the ceiling in- {i$'~J4~ Concealed Pendent Sprinklers are stallation is complete the Protective decorative, fast response, fusible sol- Cap is removed and the Cover Plate der sprinklers designed for use in resi- Assembly installed. dential occupancies such as homes, ~ -:.~ apartments, dormitones, and hotels. WARNINGS The cover plate assembly conceals the The Series LFII (TY2596) Residential sprinkler operating components above Concealed Pendent Sprinklers de- the ceiling. The flat profile of the cover scribed herein must be installed and plate provides the optimum aestheti- maintained in compliance with this cally appealing sprinkler design In ad- document, as well as with the appllca- dltion, the concealed deSIgn of the Se- ble standards of the National Fire Pro- nes LFII (TY2596) provides 1/4 inch tection Association, in addition to the (6,4 mm) vertical adjustment This ad- standards of any other authorities hav- justment reduces the accuracy to ing jurisdIctIon. Failure to do so may which the fixed pipe drops to the sprin- impair the integrity of these devices. Vertical Adjustment: klers must be cut to help assure a The owner is responsible for maintain- 1/4 inch (6,4 mm) perfect fit installation. ing their fire protection system and de- Finishes: The Series LFII are to be used in wet vIces in proper operating condition. Cover Plate. pipe residential sprinkler systems for The installing contractor or sprinkler Flat White, Bnght White, Chrome, or one- and two-family dwellings and mo- manufacturer should be contacted Custom bile homes per NFPA 130; wet pipe relative to any questions. residential sprinkler systems for resi- Physical Characteristics: dential occupancies up to and includ- Sprinkler/Model Body. . . . Brass ing four stories in height per NFPA Cap. . . . . . . . . Bronze 13R, or. wet pipe sprinkler systems for Identification Saddle . . . Brass the residential portions of any occu- Sealing Assembly . . . . . . . pancy per NFPA 13 Number . . . . . Beryllium Nickel wI Teflont Soldered Link Halves . NIckel The Series LFII (TY2596) has a 4.2 Lever . . . . . . . . Bronze (60,S) K-factor that provides the re- SIN TY2596 Compression Screw . Brass qui red residential flow rates at reduced Deflector Bronze pressures, enabling smaller pipe sizes Technical GUide Arm Frame Bronze and water supply requirements. Guide Arms Stainless Steel The Series LFII (TY2596) has been Data Support Cup . . . Steel deSigned With heat senSitivity and Cover Plate . . . Copper water distributIOn characteristics Approvals: Retainer . . . . . . . Brass proven to help In the control of residen- UL and C-UL Listed. Cover Plate Ejection Spring . . tlal fires and to improve the chance for Maximum Working Pressure: . . . Stainless Steel occupants to escape or be evacuated The Series lFII (TY2596) Residential 175 psi (12,1 bar) tDuPont Registered Trademark Concealed Pendent Sprinklers are Discharge Coefficient: shipped with a Disposable Protective K = 4.2 GPM/pSll/2 (60,5 LPMlbarl12) Cap The Protective Cap IS temporarily Temperature Rating: removed for installation, and then it 160oF1710C Sprinkler with can be replaced to help protect the 1350F/570C Cover Plate spnnkler while the ceiling is being in- Page 1 of 4 dULY, 2002 TFP440 Page 2 of 4 TFP440 Y , Operation Minimum Flow (b) and Minimum Flow (b) 8nd Maximum Maximum Residual Pressure Residual Pressure When exposed to heat from a fire, the Coverage Spacing For Horizontal Ceiling For Sloped CeIling Cover Plate, which is normally sol- Area (a) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise dered to the Support Cup at three Ft. x Ft. (m) for 12 Inch Run) for 12 Inch Run) points, falls away to expose the Sprin- kler Assembly. At this point the Deftec- (m x m) tor supported by the Arms drops down 160OFmoc 160OFI71OC to its operated position. The fusible link Sprinkler Sprinkler of the Sprinkler Assembly is com- prised of two link halves that are sol- 12 x 12 12 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) dered together with a thin layer of sol- (3,7 x 3,7) (3,7) 9.6 psl (0,66 bar) 18.4 psi (1,27 bar) der. When the rated temperature is 14 x 14 14 14 GPM (53,0 LPM) I 18 GPM (68,1 LPM) reached, the solder melts and the two (4,3 x 4.3) (4,3) 11.1 psi (0,77 bar) 18.4 pSI (1,27 bar) link halves separate allowing the sprin- ) 16 1 ti GPM (60,6 LPM) I 18 GPM (68,1 LPM) kler to activate and flow water. (4,9) 14.5 psi (1,00 bar) 18.4 pSI (1,27 bar) I 18 I 20 GPM (75,7 LPM) I N1A Design (5,5) 22.7 psi (1,57 bar) Criteria I 20 I 24 GPM (90,8 LPM) I N/A (6,1) 32 7 pSI (2,25 bar) The Series LFII (TY2596) Residential (a) For coverage area dimensions less than or between those indlcaled, it IS Concealed Pendent Sprinklers are UL necessary to use the minimum required flow for the next htghesl coverage area and C-UL Listed for installation in ac- for which hydraulic design criteria are staled. cordance with the following criteria. (b) Requirement is based on minimum flow in GPM (LPM) from each spnnkler. The NOTE aSSOCIated residual pressures are calculated using the nominal K-factor. Refer to When conditions exist that are outside Hydraulic Design Criteria Section for delalls. the scope of the provided criteria, refer to the Residenftal Sprinkler Design Guide TFP490 for the manufacturers TABLE A recommendations that may be accept- NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA able to the AuthOrity Havmg Jurisdic- FOR THE SERIES LF" (TY2596) tion. RESIDENTIAL CONCEALED PENDENT SPRINKLER System Type_ Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- accordance with the obstruction rules to 14 tt.Jbs. (9,5 to 19,0 Nm). A maxi- quired sprinkler flow rate for systems of NFPA 13 for residential sprinklers. mum of 21 ft.lbs. (28,S Nm) of torque designed to NFPA 130 or NFPA 13R is to be used to install sprinklers. are given in Table A as a function of Operational Sensitivity. The sprin- Higher levels of torque may distort the temperature rating and the m8)(Imum klers are to be installed relative to the sprinkler inlet WIth consequent leak- allowable coverage areas. The spnn- ceiling mounting surface as shown in kler flow rate is the minimum required Figure 3. age or impairment of the sprinkler. discharge from each of the total Sprinkler Spacing. The minimum Do not attempt to compensate for in- number of "deSIgn sprinklers" as speci- spacing between sprinklers IS 8 feet sufficient adjustment in an Escutcheon fied in NFPA 130 or NFPA 13R. (2,4 m). The maximum spacing be- Plate by under- or over-tightening the For systems designed to NFPA 13, the tween sprinklers cannot exceed the Sprinkler. Readjust the position of the number of deSign sprinklers is to be length of the coverage area (Ref. Table sprinkler fittmg to suit the the four most hydraulically de- A) being hydraulically calculated (e.g , Step 1. The sprinkler must only be manding sprinklers. The minimum re- maximum 12 feet for a 12 ft. x 12 ft. installed in the pendent position and quired discharge from each of the four coverage area, or 20 feet for a 20 ft. x with the centerline of the sprinkler per- spnnklers is to be the greater of the 20 ft coverage area) pendicular to the mounting surface. following' Step 2. Remove the Protective Cap. · The flow rates gIven in Table A for Installation Step 3. With pipe thread sealant ap- NFPA 13D and 13R as a function of temperature rating and the maxi- The Series LFII (TY2596) must be In- piled to the pipe threads, and using the W- Type 18 Wrench shown in Figure mum allowable coverage area. stalled in accordance with the follow- 2, install and tighten the Sprinkler/Sup- · A minimum discharge of 0.1 gpm/sq ing Instructions' port Cup Assembly into the fitting. The ft. over the "deSIgn area" comprised NOTES W-Type 18 Wrench will accept a 1/2 of the four most hydraulically de- Damage to the fusible Link Assembly inch ratchet drive. manding sprinklers for the actual during installallon can be avoIded by Step 4. Replace the Protective Cap by coverage areas being protected by handling the sprinkler by the frame the four sprinklers. arms only (i.e., do not apply pressure pushing it upwards until it bottoms out to the fusible link Assembly). agaInst the Support Cup. The Protec- Obstruction To Water Distribution. A leak tight 1/2 inch NPT sprmkler joint tive Cap helps prevent damage to the Locations of sprinklers are to be in Deflector and Arms during ceiling in- should be obtained with a torque of 7 stallation andlor during application of . . TFP440 Page 3 of 4 S , ' BODY SEALING WRENCH (112" NPT) ASSEMBLY RECESS CAP SPRINKLER D . - WRENCHING AREA SADDLE PUSH WRENCH SUPPORT COMPRESSION IN TO ENSURE CUP WITH SCREW ENGAGEMENT WITH SPRINKLER ROll FORMED WRENCHING AREA THREADS --r ~ LEVER FIGURE 2 ~; I ~~W GUIDE " ' SPRINKLER WRENCH ARM , I I I SOLDER LINK I I , I ELEMENT I I I I GUIDE ARM I I I I I I I FRAME I I I I //~', I I 1 DEFLECTOR ,J L./ 'L.J l, I (OPERATED I '-. ~ .r- ~ - ~ --- , -" I POSITION) SPRINKLER/SUPPORT CUP I I , ASSEMBLY , I I THREAD INTO RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING 0 0 DIMPLES SURFACE IS FLUSH WITH EJECTION CEILING SPRING \ I L .~ SOLDEJ COVER PLATE/RETAINER ~. COVER TABS (3) ASSEMBLY PLATE FIGURE 1 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER 2-1/2" DIA. SPRINKLER- I ~(63'5 mm)1 1/4" (6,4 mm) FACE OF (- 1 SUPPORT CUP (- 1 1/2" THREADED SPRINKLER ASSEMBLY NPT ADJUSTMENT FITTING /i I OPERATED , ~" -,--------.., SPRINKLER J- ; , "1 f / If \\..J 1-718" 1/8" i ) COVER : I r ~ j PLATE ( 3132" GAP (47.6 mm ( ~ RETAINER ~ I (2,4 mm) r3.2 mm) ! ~~ -1_ ~ ~ l ~ ~ V - i J \ 7/S" (22,2 mm) COVER- SPRINKLER- MOUNTING \ 1-1/S" (2S,6 mm) ~ RETAINER SUPPORT CUP 3/16" SURFACE ASSEMBLY ASSEMBLY (4,S mm) N' \ 1 \ 3--1/4" DIA / DISPOSABLE DEflECTOR IN (82.6 mm)' TIP PROTECTIVE CAP OPERATED POSITION RGURE 3 SERIES LRI (TY2596) RESIDENnAL CONCEALED PENDENT SPRINKLER INSTALLA nON DIMENSIONS / PROTEcnVE CAP / AcnVA TED DEFLECTOR I' , ' G . ~ilge 4 of 4 TFP440 the finish coating of the ceiling. It may Care must be exercised to avoid dam- IN NO EVENT SHALL TYCO FIRE also be used to locate the center of the age - before, during, and after instal- PRODUCTS BE LIABLE, IN CON- clearance hole by gently pushing the lation. Sprinklers damaged by drop- TRACT, TORT, STRICT LIABILITY OR ceiling material against the center ping, striking, wrench twisVslippage, UNDER ANY OTHER LEGAL THE- pOint of the Cap. or the like, must be replaced. ORY, FOR INCIDENTAL, INDIRECT, The owner is responsible for the in- SPECIAL OR CONSEQUENTIAL NOTE DAMAGES, INCLUDING BUT NOT As long as the protective Cap remains spection, testing, and maintenance of LIMITED TO LABOR CHARGES, RE- their fire protection system and de- in place, the system is conSIdered to vices in compliance with this docu- GARDLESS OF WHETHER TYCO be "Out Of Service". ment, as well as with the applicable FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH Step 5. After the ceiling has been com- standards of the National Fire Protec- DAMAGES, AND IN NO EVENT pleted with the 2-1/2 inch (63 mm) tion Association (e.g., NFPA 25), in SHALL TYCO FIRE PRODUCTS' L1- diameter clearance hole and in prepa- addition to the standards of any other ABILITY EXCEED AN AMOUNT ration for installing the Cover Plate As- authorities having jurisdiction. The in- EQUAL TO THE SALES PRICE. sembly, remove and discard the Pro- stalling contractor or sprinkler manu- tective Cap, and verify that the facturer should be contacted relative to THE FOREGOING WARRANTY IS Deflector moves up and down freely. any questions. MADE IN LIEU OF ANY AND ALL If the Sprinkler has been damaged and OTHER WARRANTIES EXPRESS OR NOTE IMPLIED. INCLUDING WARRANTIES the Deflector does not move up and The owner must assure that the sprin- OF MERCHANTABILITY AND FIT- down freely, replace the entire Sprin- klers are not used for hanging of any NESS FOP A PARTICULAR PUR- kler assembly. Do not attempt to mod- objects and that the sprinklers are only ~ ify or repair a damaged sprinkler. cleaned by means of gently dusting Step 6. Screw on the Cover Plate As- with a feather duster; othetwise, non- sembly until its flange comes in con- operation in the event of a fire or inad- Ordering tact With the ceiling. vertent operation may result. Do not continue to screw on the Cover It is recommended that automatic Procedure Plate Assembly such that it lifts a ceil- sprinkler systems be inspected, ing panel out of its normal position. tested, and maintained by a qualified When placing an order, indicate the full If the Cover Plate Assembly cannot be Inspection Service. product name. Contact your local dis- engaged with the Mounting Cup or the tributor for availability.. Cover Plate Assembly cannot be en- Limited Sprinkler Assembly: gaged sufficiently to contact the ceil- Warranty Series LFII (TY2596), K=4.2, Reslden- ing, the Sprinkler Fitting must be repo- sitioned. tial Concealed Pendent Sprinkler with- Products manufactured by Tyco Fire out Cover Plate Assembly, Care and Products are warranted solely to the PIN 51-122-1-160. original Buyer for ten (10) years Cover Plate Assembly: Maintenance against defects in material and work- Cover Plate Assembly having a (spec- manship when paid for and properly ify) finish for the Series LFII (TY2596), The Series LFII (TY2596) must be installed and maintained under normal K=4.2, Residential Concealed Pen- maintained and serviced in accord- use and service. This warranty will ex- dent Sprinkler, PIN (specify). ance With the following instructions: plre ten (10) years from date of ship- ment by Tyco Fire Products. No war- Chrome. . ..... ... ... PIN 56-122-9-135 NOTES ranty is given for products or Bnght While. . . . .. ....... PIN 56-122-4-135 Absence of an Escutcheon Plate may components manufactured by compa- Rat White . ..... . .. PIN 56-122-5-135 nies not affiliated by ownership with Custom..... .. .. ..... PIN 56-122-X-135 delay the sprinkler operation in a fire Tyco Fire Products or for products and situatIOn. components which have been subject Sprinkler Wrench: Before closing a fire protectIOn system to misuse, improper installation, corro- Specify: W-Type 18 Spnnkler Wrench, main control valve for maintenance sion, or which have not been installed, PIN 56-000-1-265 work on the fire protection system maintained, modified or repaired in ac- which it controls, permission to shut cordance with applicable Standards of down the affected fire protection sys- the National Fire Protection Associa- tem must be obtained from the proper tlon, and/or the standards of any other authorities and all personnel who may Authorities Having Jurisdiction. Mate- be affected by this action must be no- rials found by Tyco Fire Products to be tified. defective shall be either repaired or Sprinklers which are found to be leak- replaced, at Tyco Fire Products' sole ing or exhibiting visible signs of corro- option. Tyco Fire Products neither as- sion must be replaced. sumes, nor authorizes any person to assume for it, any other obligation in Automatic sprinklers must never be connection with the sale of products or shipped or stored where the tempera- parts of products. Tyco Fire Products ture will exceed 100oF/380C and they shall not be responsible for sprinkler must never be painted, plated, coated, system design errors or inaccurate or or otherwise altered after leaving the incomplete information supplied by factory. Modified or over heated sprin- Buyer or Buyer's representatives. klers must be replaced. TYCO RRE PROOVCTS, 451 North Cannon Avenue,lansdale. Pennsylvania 19446 . .~ ,- ;; ...,.... @ , " cr2PO IIER PBA-~;;;;D-DC Potter Electric Signal Company Potter Electric Signal & Mfg. L TO 2081 Craig Rd./P.O. Box 28480 1967 Leslie Street St_ Louis, MO 63146 Don Mills, Ontario, Canada M382M3 (314)878-4321/ (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED Sizes Avallable:@ 8*, and 10. Voltages Available: ~ . A20VAC) 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 fo 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to lsooF (outdoor use require weatherproot backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating 6" BELL SHOWN Optional: ModeIBBK-l weatherproof backbox hese vibrating type bells are designed tor use as tire, burglar, or general signaling devices. They have low power 'Jnsumption and high decibel ratings. The unit mounts on a standard 4. square electrical box for indoor use, or on a model BK-l weatherproof backbox tor outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEl NO. STOCK NO. CURAENT{MAX) I TIPlCALd8 M(~IM10UFTMd8 I C 10 FT. "'. 6 12VOC P60126 1706012 .12A I --- -as- 75 8 I 12VOC P60128 1708012 .12A I 90 I 75 10 I 12VOC I P801210 I 1710012 I .12A 92 I 75 6 I 24V~~.. J. _P80246 . J 1706024 I .06A , 87 I 75 8 I 24VOC I P80248 I 1700024 I .06AI 91 I 79 10 I 24VOC.-r--.'PB024W'-"/ 1710024 I .06A I 94 I 79 6 I 24VAC 1--'P6~~6--- -I 1806024 --j .17A 1 91 I 75 8 I 24VAC I P8A248 I 1808024 roo '-.1;;' - .--, 94 -- -1 - 75 I 10 I 24VAC I P6A2410 r 1810024 I .17A I 94 .. -1 . ...75. 6 I 120VAC I P6Al206 1806120 .OSA 92 82 8 I 120VAC I P6Al208 1608120 .OSA 99 82 10 I 120VAC I PBAl2010 1810120 .OSA 99 ,.- .-.'."65.'.- eatherproof backbox model 88K.l Stk. No. 1SOOOO1. 'es: Monemum d8 1al"'9S ate calCulated It"'" "'l"9'al1!d ~ ptess<><e meUUl'eme<1ls made at U J. fI(~ Lat>otatOft<tS as q>eeI(...d.... Ul Slandatd 46-4 UL tetl'lipe"~fUff: ...aOQe.s -30" 10 lSO"( T ypc,a, d8 "~hnos .le c,alCuII.ll~ '..om ...-.e..s.c. S lnlde wdh . COOYeoho(\~' s.ound lev.. m.et<4!tf and .fe tnd<:.al.ve of OV'IfXA &evefs ~ .n ac1ua' 6AS1.iUl.on INTEO.N USA MKT. <<66$0001- REV K PAGe 1 Of' 2 ~ ." .' - ~ '- . , :5) ~ ce>..tJO I I ER VSR-SF VANE TYPE WATER FLOW FOR SMALL PIPE ALARM SWITCH WITH RETARD ~otter Electric Signal Company Potter Electric Signal & Mfg. L TO W81 Craig Road · P.O. Box 28480 1967 Leslie Street :it. Louis, MO 63146-4161 Don Mills, Ontario, Canada M382M3 314) 878-4321 · (800) 325-3936 (416) 441-1833 -- UL, ULC, CSFM USTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Row Rate for Alarm: 10 GPM MaxImum Surge: 18 FPS Enclosure: Oie<ast, red enamel finish . Cover held in place with tamper resistant screws . Contact Ratings: 2 sets of SPOT (Fonn C) 15.0 Amps at 12Sf2S0 VAC 2..0 Amps at 0-30 VOC Conduit Entrances: 2 knockouts provided for 1/'Z' conduit Usage: lJsted Plastic, Copper and Schedule 40 Iron Pipe Fits pipe sizes -1".11/4", and 1112" Note: 8 paddles are furnished with eadl unit. one for each pipe size of threaded or sweat TEE. one for 1" GPVC, and one for 1112" poIybutylene (CTS-Coppertubing size) Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA4 Rated Endosure-usewith appropnate conduit fitting. Temperature Range: 40" F/l20" F (4.5" Cl49" C) Caution: This device is not intended for appftcations in " explosive environments --,# Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D .TK. NO. 1113000 Residential occupancy up to four stories NFPA-13R I.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 National Fire Alann Code NFPA-72 ITHER PATENTS PENDING. Optional: Cover Tamper Switdl, or{jer SUe No. 00900 18 he Model VSR-SF is a vane type walerllow switch for use on wet The vane must not rub the inside of the TEE or bind in any way. ;>rinkler systems that use 1", 1 1/4", or 1 112" pipe size. The unit The stem should move freely when operated by hand. lay also be used as a sectional waterflow ootector on large (Stems. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified TEE filling may be he unit contains two single pole double throw snap action installed on the pipe run. Nilches and an adJustable, instantly recydlng pneumatic retard. ne switches are actuated when a flow of 10 gallons per minute or tNSPECTION AND TESTING: Check the operallon of the UOlt by ore occurs downstream of the device. The flow condition must opening the inspector' test valve at the end of the sprinkler line or <ist for a period of time necessary to overcome the selected retard the drain and test connection. if an inspector's test valve is not ~riod. provided. 1ST At..LA TION: These devices may be mounted in horizontal or If there are no provisions for tesling the operation of the flow ~rticaf pipe. On horizontal pipe they should be installed on the top detection device 00 the system, application of the VSR.SF is 001 de of the pipe where they will be aa::essWle. The units should not recommended or advisable ~ installed within 6" of a valve, drain or fitting which changes the redion of the waterflow. The unit has a 1" NPT bushing for The frequency of !he inspectIon and testing and its associaled reading into a noo-<:orrosive TEE_ See Fig. 2 for proper TEE protective monitoring system should be in accordance with the ze, type and installation. applicable NFPA Codes and Standards and/or authority having ;uris<flCtioo (manufacturer recommends quartef1y or more ::few the device ioto the TEE fitting as shown in Fig. 2. Care must frequently). ! taken to propef1y orient the device for the direction of waterllow. RINTED IN USA MKT. .6600003 . REV J PAGE 1 OF 2 MFG. .5400602 - 6195 , ti CITY OF PORT ANGELES "f"fiii ' PUBLIC WORKS - UTILITIES DIVISION -- -- 321,EAST 5TH STREET, PORT ANGELES, WA 98362 oS--&t6 "ic_ - - - - Application Number 05-00000645 Date 9/0S/05 Application pin number 570265 Property Address 1402 AURORA CT /4/) ;}-Au/~-e~7 ASSESSOR PARCEL NUMBER: T6-30~OO-1-0-7800-0019- -Application type description RES NEW SFR Subdivision Name Property Use property zoning . RS7 RESDNTL SINGLE FAMILY Application valuation 177900 Owner Contractor /AJ vJ- k+lo)') {Jns T ---~~------------------- ------------------------ OLYMPIC LAND DEVELOPMENT INC. WANT ACTION CONSTRUCTION INC. 259403 HWY 101 P. O. BOX 1425 SEQUIM WA 98382 SEQUIM WA 98382 (360) 457-7222 (360) 681-3992 Other struct info TOTAL % LOT COVERAGE 23.00 NUMBER OF STORIES 1. 00 LOT SIZE 9120.00 TOTAL LOT COVERAGE 2104.00 NUMBER OF UNITS 1. 00 ---------------------------------------------------------------------------- Permit PUBLIC WORKS RES WATER SERV Additional desc . 3/4" DROP IN METER Permit pin number 56101 Permit Fee .. 195.00 Plan Check Fee .00 Issue Date 9/08/05 Valuation 177900 Expiration Date 3/07/06 Qty Unit charge Per C~ liJ()1JjL, ~~6 BASE FEE 195.00 .. ---------------------------------------------------------------- --------- Permit RIGHT OF WAY Additional desc . /D4--Dk> ~ermit.pi~ number 56119 Permi t Fee 50.00 plan Check Fee .00 !JMt~ Issue Date 9/08/05 Valuation 177900 Expiration Date 3/07/06 ;0 \(J .. Qty Unit Charge Per ~ 1.00' 50.0000 ECH RIGHT OF WAY PERMIT 50.00 ~/~~J ----------------------------------------------------------------- ---------- Permit . . . .. SANITARY SEWER HOOK UP Additional desc . Permit pin number 56093 v;;/ Permit Fee 110.00 Plan Check Fee .00 Issue Date 9/08/05 Valuation 177900 Expiration Date 3/07/06 Qty Unit Charge Per 1. 00 110.0000 EA SAN SEWER HOOKUP ---------------------------------------------------------------- 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 location. No pressurized or pumping to curbs are allowed. An inspection Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void jf 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 wilhin 180 days from Ihe last inspection. I hereby certify that I have read and examined this application and know the same to be Irue 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 nol presume to give authority to violale or cancel the provisions of any slate 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:\Policies\l102_15R [1/05] . , CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 , I' . . - - Page 2 Application Number 05-00000645 Date 9/0a/05 Application pin number 570265 ---------------------------------------------------------------------------- - Special Notes and Comments , by Building Department is required prior to backfill. , All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). , ..... Oa/10/Z00s 09:50 AM SROBERDS -- The proposal is to . I construct a new s.f. res w/attached garage for total lot coverage of 23%. Improvements for the subdivision have been bonded and MUST BE PLACED PRIOR TO OCCUPANCY of the residential unit. No other land use issues are noted. Electrical load calculations and elctrical permits are required. Electrical u/g connection fee of $222.00 required 07/26/2005 10:20 AM GMCLAIN ---------~~~--~------------- Sanitary sewer connection inspection is required by Public works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Eng~n~~~~ng is required prior to prouring concrete. . ----------------~~~~~~-~~~--~------------------------~-~~~-~~-~-~~~-~~--~--- Other Fees RES UNDERGRND SERVICE FEE ~?? nn SEWER SYSTEM DELV CHARGE 745 .00--:;:> STATE SURCHARGE 4.~~ PW WATER SYSTEM USE FEE C025.0it . ~, , --------~-~~~-------------------------------------~----------- - '---- Fee summary Charged Paid Credi ted Due - ~--~------------- ---------- ---------- ~--------- ---------- Permit Fee Total 355.00 355.00 .00 .00 , Pla;" Check Total ". .00 .00 .00 .00 Other Fee Total 1996.50 1996.50 .00 .00 Grand Total 2351. 50 2351.50 .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 1 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 wHh 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:\Policics\1I02.] 5R [liDS) I " APPLICATION FOR WATER ! City Water Division .' Port Angeles. Washington q .,... <;('" , 20 Or 1 hereby apply for water to be furnished in accordance with rates and rules of the City for the following premises: WQ",l- ACTU:.o1 ~O"'STl2-uc11C>\J L R 10 '61 -39 '7:2. Name of Applicant: /::/1. H- C\A () 50 Address: / '-/01 AU'U\R.A Renewal 0 New Service ~ Lot I 9 OlYrnp/{:.. Add HECC"oIJIS Size of serviceJ..1.f1-.I2i.op -L. tV Meter~,}.~iJ. / Service Left On 0 Service Left 0Ifd'" Signed .. t/ ~(gf- Installed bl' Remarks: Ptf?P1lf tJ 05' -to f./ ~ /lIO~S,~.,J-.# 1%.952- . . RtRct;t. jI -prf<. F,. S P :2.t:.v~I...e... ~A0 N D~/ < , I ., W . /LI Tit ~" r E 11' "- ..It- \) ~ .. ~ <t' S . ---.. .J CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . , , . . . . . . INSPECTION REPORT. . . . . . . . , , . REQUEST: RJ Date _I/)- ~~ ~ t') c;- Time Received by (phone, person) Location of Work to be inspected 14D2- A ur-O\,,"<L Q;r Name of person requesting inspection R<"v"w"l~ ~ t.....xc, Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): Permit No. as- ~ 6l{S _ ~ew~ Foundation Framing Chimney Plumbing Final Sewer Excav. Other INSPECTION NOTES: Inspected: Date -1/) - t.- D c;- Time---2 ! O{)p~ By ];;:>,/ - Remarks: tffil-/ V () "- RESTORA TION REQUIRED. . . . .. YES NO )t \4....... ., t p;", (..IJ,-t~ ~ t>/L - _n..._ ~ ",-Ailt':""" )D ,..,,/ 1>" L/"pVC- --<., p;n o ..~ ~-; - b::-' i: ' I Ii 7~"' %' ~ t "^ '" ::1 f<" ." t ,(l",,""o..,...-a.. - - -- . e IS" Z" ["" <:.. peep I I) .Q.. 36 '70..':"" Deep ::'-'1.Oer- f'rlc..'r"') H.t>l.l..se..... ?/L SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved o Gravel o Asphalt OPCC o Other o Repaired by City Work Order # o Repaired by Permittee o COMPLETE o No Damage Found o INCOMPLETE ~ ~ / '1'__.._.._ __ __"__M _,-'_ ,,________... r - " CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . , INSPECTION REPORT. , , , , , , , , , , REQUEST: Date fi'- ~ 1-ov Time Received by ,.- C;; (phone, person) / . Location of Work to be inspectedL4!l-7 - Llu k;.-. 0 If:r.a 0, Name of person requesting inspection CS fA ZO /1 h Rio. I o Address of person requesting inspection . I Phone No. 7 - 7 z.. "l.. '2.. Type of Inspection (circle appropriate one): Permit No. 05 - &; ~ Sewer Foundation Framing Chimney Plumbin@ewer Excav. Other m../d . - INSPECTION NOTES: Inspected: Date S'..-z,4-Dia Tim.. By K V Remarks: IA I mJ. q -B-O::- "5il1/1 "St!t.1.Y/I ~ /O-ltJ-oc:. - I - 0// ~-zS;-Ob v...... RESTORATION REQUIRED. . . . .. YES NO.y.. SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel 0 Asphalt 0 PCC 0 Other o Repaired by City Work Order # o Repaired by Permittee 0 COMPLETE o No Damage Found 0 INCOMPLETE (Continue on reverse side if necessary) ~TREET3:;,lJPI=AIN:n:IUnE:I\.IT ,n,A_To!:1 09/ e1 / 2005 11: 43 350-581-7272 JARMUTH ELECTRIC PAGE e1 ."'- - - - ~ ELECTRICAL WORK PERMIT APPLICATION , . ~ectr-iCal Confractor \_l I o Owner -~~ ~~idtntial a Annu al Permll o Alarm o Carnival 0 Commerdal o RC<IIldendol Maint, o Sign~ o Thermo"tat Q Telecom. , ~ect...ical Contractor In51illhlllUl1 llescT'iptioll C; ~-rrJ'c-<, Job wired by a Owner '~rna~ EleClrlcal COI\cractor nalTle ~ ~l'nsc number . U ~ar-Mt.{ <<. };/ed.y.,'L J.."c P""h::?':jq;"g ~'" 1/L,!,-t.d, ~ 51-- City St t ZIP :5..c~:/ I~ t <;t,S:-",,;:; 6- 2- Te~\Qn nutllhcr !'AX 'lUmber .. ?, "/ It? "I /, .~/- 7272- ",m;,., own..', o.m'. '- ;/- -fi!!tf!R.e:'-r, ,).~'f'0 DrlH'lnpD7t:"...... A.ddre of I pechon 4. (/ I- I )Lle:;;2. d f777-d / Lo-r l"'l City .p~ .Jh.,d~? 7 o Cash o Check # I hereby certjfy that I am tht: {)wn~f or the :.\oove named property nr " li.::cnscd o Credit Card Vi"" Mastercard Discover clc:ctncalctlntr.oKtor (or lhe firm's <\\lthorj:o:d agent) and am mak.ing. Ihe d~ctrh::;l.l inSlatlalion tlr aht:I~,llilJn in compliance wlch the electrical Jaw. Chapter 19.28 R('W. C'ordff ---------------- ~..T(};:;fl;:::.'= .. ......." .."",,,,,,,. Expifv,llion Date (S"'o';;71i<< ?-O of card WAL S CEILING ( ".~IIERMO~~~""., J ( SERVICE ) Insulation Only hISul:ui(ln Only o.,~ A..1l1"t,~~oll.l~ ll'l~ At'I"""':" By 1l~1~ "l'lIn'ol'\l"r ( Om:H ) ( FEEDER"""""., ) COVCT Cover . 1)~IC ^l'r'",,~"(1 I',~ [hi.; AflfI",,~t1 !iy "- IJI\k '\f1P""~d 14" [hi" Electricallo.ad A~itions :md or Kubtractlon,g ~jr.fIlI Rnfnrm~lItinn o NO LOAD CHANGES o Baseboard - KW Voltage o Furnace - KW o Ovefhead Service Phase (J 1 Ct 3 o HeslPump _10"_ LAA ~mp Service Service Size:___ o Fan.Wall ....... KW Underground Service Feeder Size: In~pccli()" Arc:1, H\lildiqg or Equipmt:ntlnspt:cted I Aclion Taken F.ll=driclll Dale A~"H iJ 5-Z-0S 01::. - t::, O(k. &N.HE'<;,-TfDL\ ~~2l.h ~I Os: r::<t< , ~ (-tilJ-<J :r 71A'n;O /N<4-0 .5 b.-r-n-tNf? ~LJ \ 04- I ~ q-/p-05" ?/NkL 1/17 I~ " I I ! I I I I I I I /ttkJ 'j /1 /of 10/13/2005 14:04 360-681-7272 JARMUTH ELECTRIC PAGE 02 11)1() , J DOwner" ELECTRICAL WORK PERMIT APPLICATION \0-7 - I ri'lettrtUI Conlntlor CJ ADauat Perant a Alarm D CarDlnl 0 Commercl.1 ~udeqttal a RelJdeatlal Major. (] Sigal 0 llIennOltat a Dr.co.. ~ettrltll ConlratlOr Installation description Jobwtutlby DOwner 4ntl ,<.0 rr T?..t;.~d___ Electrical cot'l,traC:Wt name ~n L;:- number :r~...k 1::-/ tI!_"'.h... r Purc:huer'& mailing addree. 5.1- / .7,~q IN li\/",s.~ i 'f.;2 (, City lite ZIP ~~~~ . T.l';:~U~~ WA '1.f: ~ 2. PAX number -- '" i<. - ~J J e.,." v~J-7..:l7L 2,032- Prell)h" o.oe,', nlm, ~ O/~~,_ h:th.J_]~",.kfhM-n- Addu of .peetloD ~ .-/!/p ~ 4il.#-Drd CAa Clly 'P~ ~ . C Cash o Cheek # I hereby certify that I am the OWDef of the lbove named: ~". i ~- '. Of a licenied C!'tredi Card Visa Muten:lltd Discover e1ec1ri..1 <00"'_ (Of the lim', ""lilon"" ...",1) ..d am -a the eleclli<al I wllllation or alteration ill c01llp1i.... with lilc c1ecllicallaw. Chap'" 19.28 RCW, Card# _..J!tlt ..e-. /-ct:.._-____-____ SllDltUrf of .W.lf', ellettlca) conlratlor Or electrical admlD.t'trater /, j d L/nU'" 7C....)- ( IDIpe<:tion fee $ /19. Jii'Pi>> II wALLs cmJNC ( 11lEDiOSfAT ) ( sm'1a ~ lusvl_Cion Only In.ul.lIon Orlly j-C-ot,. ~ Dtlt ~8Y UG AftIIa".B, "'.. -., .... -., G4/iz?"'-'~) ( Ft-t>j"VI' t!:!.!: I_/'_"c;,covcr ~ ~~ ) D~ ~ .... ;.;.,.;J a, - - _OY EIM:trlul L.tIAd Adtntlana and or aubtraetlan. A.rvIe. IntePfllatlftft C NO lOAD CHANGeS C Ba-.ro KW VoIIaDG ~/:IY" o Furnace ~ KW C Clve_ SeMoe p_ S't 3 tJ Heal Pump :rOIl _LAR C Temp SotvICll SeNloe Size: .2I?l!ff IJ Fon-W811 _KW \i)'()-';_ncl SeNloe F_ Size: , . , lnlpoctioa Aloe, Buildi1li or Equipmcnlln5pected I I EJec1rie~ Date Ac:tioa TakCD Inspector -- 101 (1 (fJ/f 01:'-- ,.oA7Lldr-.-e.-+ftJ -dJ 1_'2.'2.. ,,,., iMI. LA~ I I I - :5' ~z.q-/')f-. I h /I-LA-t- I .A-,O I~O I . J I , I I I I , I I . I I I , I I . /l::& IcY/'f).:)'