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618 Victoria St - Building
ELECTRICAL PERMIT A CITY OF PORT ANGELES r a 360-417-4735 Application Number 11- 00000837 Date 8/08/11 Application pin number 385495 REPORT SALES TAX Property Address 618 VICTORIA ST ASSESSOR PARCEL NUMBER: 06- 30- 00 -5 -1- 3520 -0000- on your excise tax form Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc 200 amp service. 8 circuit remodel Owner Contractor JAMES W CLARK OWNER PO BOX 1393 PORT ANGELES WA 983620257 (360) 457 -5849 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc Permit pin number 190579 Permit Fee 140.70 Plan Check Fee .00 Issue Date 8/08/11 Valuation 0 Expiration Date 2/04/12 Qty Unit Charge Per Extension 8.00 2.6000 ECH EL- BRANCH CIRCUIT W /FEEDER 20.80 1.00 119.9000 ECH EL -0 -200 SRV FEEDER 119.90 S Fee summary Charged Paid Credited Due Permit Fee Total 140.70 140.70 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 140.70 140.70 .00 .00 5 V I. J c K d 6 "eV 0, 1:// I 1 2.- S crE. 'J L 5 I. T" v,-.- ECTION TYPE DATE: RESULTS: INSPECTOR: DITCH $'g I i I SERVICE ROUGH -IN 141 1 Z FINAL 112.. r C Z 7,1. COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:AEXCHANGE \BUILDING E OF pORTq C% ELECTRICA SP C J gO WIRING REPORT to w oRKS h ey 41 A -4735 DATE: PERMIT INSPECTOR 1127 l -S*5`7 OWNER PIr"\ C'- cL CONTRACTOR ADDRESS &n l e U6G-.6 6Zlp.s APPROVED NOT APPROV DITCH ROUGH IN /COVER SERVICE FINAL b CORRECTIONS NEEDED: A rDI1)1. -"r 1 947T'a.C-1 it) 12�C�V Le-,E 13* ROO S Al*"- 2 1 C 4 2-- 25 fito 0 -if fm-ge nlgc_ Li fb .14, 3} UT17041Z_ 4 r-t U— 15*- tAv /Z V-64/6 7/9)1T c Ai /l16-c L int 43 q W'rc- esDigyere.TP tgrgz._ 'Q 7 N L 2,10 k r c+ ��"L s tL��7y1 r� b NOTIFY ONSPIECTOR WHEN CORRECTOONS IRFE COMPLETED WOTHON 15 D 'YS DO MOT PI Ef dOVE OF pORT4 N ELECTRICAL INSPECTION CF �N WIRING REPORT m`'c 417 -4735 DATE: PERMIT# IN •ECTOR 46i4 R CONTRACTOR ADDRESS 1$ C,t:4 APPROVED NOT APPROVED DITCH VISZTTA .C_... ROUGH IN /COVER SERVICE FINAL .1))4111--) CC9RECTIONS NEEDED: D0 CO C �-'�T� NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE oFp °ATaH ELECTRICAL INSPECTION N WIRING REPORT W 417 -4735 c IP O/ S 4 DATE t PERMIT INSPECTOR io-C {1 2- 1 1 "837 OWNER /CONTRACTOR ADDRESS APPROVED OT APPROVE DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: V%- i JF `C'Nra_ "pt) c- ac /i Tr o I C AV L 1t )14 4 A rza v tr■L i> N\ 'T >.f2 AS 140°6 Al L.0 LA.7 Z9( L/� 2?�t NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 0 o4 ELECTRICAL INSPECTION U WIRING REPORT F 417 -4735 DAT PERMIT INSPECTOR 1 PE i z WOO 7 triv OW E CONTRACTOR ADDRESS b db �ic�� tea APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL aJ CORRECTIONS NEEDED: I P•L1' lvt-L_ it K-kii c 1 Lt 1pt'i►'`t17rzy lzoorw R) Po ST LL %;--tb A 13 Ei NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OFpOR7q,,,N ELECTRIC, '6L INSPECTION N lime y R 8 O RT WORKS bScs 417 -4735 DATE PERMIT INSPECTOR 1 2G7 OWNER CONTRACTOR ADDRESS re, vi c.:ro l -A- APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE 1] FINAL CORRECTIONS NEEDED: 1.42Di LAD ►1 L k lion -'-A L✓ 111 Ki -c-nnti( d 3 (t%. bt,D BX S t- Arl_. Nor 13v. IJSV -P Fora_ ft M g (.Rv+ i- GoN.t't r CrQrY*J 3 3 `0 Go x�5 or ��__CZ v 1 Ran row ALL- L10 r /AT 2K_ 0) rLv s To htnt n.u1 9'Ior1 S -rtD ti 19---- c5uTL �iiry 1` 12.6_ 44 W 1 1-1,1• i 6� G rzot D M L 1 Y 4 h\n'Krt. OP ASHD P�LTA-1c— bablik, bait. Z0 NOTIFY INSPECTOR HEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS 0 NOT EMOVE OppORTgN ELECTRICAL INSPECTION U n WIRING REPORT G �4 o 417 -4735 DATE PERMIT INSPECTOR I -(;-;3 OWNER/CONTRACTOR to Ere__ r k ADDRES L J V L c-Tbit.4 A APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: /1 3 f DZ 5410 DL.7 /Q f{ L' i /2 —�cc T f—a 8. -4�t -f .e-t17?y CAF GT s A e NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 Aug 04 11 09:20a West Side News 5037635402 p.1 n Give' t gyre- Pc, j��J A it S 10,? ?ust74,,,. 1 a ,,gins T ANGELES PERMIT APPLICATION RECEIVE" gp CIT Y OF P OR OO Building Division/Electrical Inspections AUG 4 'L._ IC..-IF 321 East Fifth Street P.O. Box 1150 !Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417-4711 ELECTRICAL Date: I AL9wst Zb i INSPECTIONS X, 1 2 Single Family Dwelling Multi Family or Commercial* Commercial Addition 1 Alteration Remodel Repair Plan Review May Be Re uired, C Please Complete Electrica.elan R iew information Sheet Jo: Address: i� v l Dh l P s t r o -t- R. M 9 E. Le. S Building Square Footage: R PT r" O'Y', "Z 0 -5' c? Fr Descri tion of above A 0 O e r w 0 ROIYy Le. e. -I- ►rj E A L, fLJ .e C c> rut I rJ' o FF' r. a L e 0 9..1 Nta Al A il u c Pik h Owner Information Contractor Informatio Name: 7'A rye GL.I�'I i/'t'� Name: S A Me_ LOW 1- r) Mailing A ctress: P. O. t3 11 93 Mailing Address: City: F. A Slate W R Zip: 93 City: Stale: Zip: Phone: 4 Fax: Phone: Fax: License Exp. gillE License 147 Exp. Cep F. koNc Ise, '7 (i3Cd Item Unit Charge Q Total (City Multiplied by Unit Charge) Service/Feeder 200 Amp. 119.90 t> i Y .70 Service/Feeder 201 -400 Amp. 145.50 Service/Feeder 401 -600 Amp 5 204.60 Service/Feeder 601 -1000 Amp S 262.20 S Service/Feeder over 1000 Amp. S 372.50 Branch Circuit W/ Service Feeder 5 2.60 Branch Circuit W/0 Service Feeder 75.50 Each Additional Branch i•cuit 2.60 2-Q' 80 Temp. Service! Feeder 200 Amp. 92.70 S Temp. Service /Feeder 231 -400 Amp. 110.30 Temp. Sery ce/Feeder 401 -600 Amp. 148.70 Temp. Service/Feeder 601 -1000. Amp 167.90 Pore' to Portal Hourty 95.90 Sign/Outline Lightinc 88.20 Signal Circuit/ Limited Energy 1 First 1500 sf Com.r.ercial 95.90 Note: $5.00 for each additional 1500 sf Signal Circuits Limited Energy -1 2 =ami y Dwelling 63.90 S Signal Circuit/ Limited Energy Multi Family Dwelling 63.90 Manufactured Home Connection 119.90 Renewable Electrical Energy 5KVA System or Less 102.30 Thermostat 56.00 NEW CONSTRUCTION ONLY: First 1300 Square Ft. 1':0.30 Each Additional 500 Square Fl. or Portion of 35.20 Each Outbuilding or Detached Garage 73.50 Each Swimming Pool or Hot Tub 1'10.30 $1'+d. le Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am raking the electrical installation or alteration in compliance with the electrical laws, N.E.C., RC V. Chapter 19.28, \VAC. Chapter 296 -463, The City of Port Angeles Municipal Code, and Utility Specifications and ?AMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: 0 Cash 0 Check �� t-c. CJL�a Li f l S o1rovso10 Dated: CITY OF PORT ANGELES 4. s! DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 7.011P" 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 11- 00000760 Date 8/23/11 Application pin number 707160 Property Address 618 VICTORIA ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-5-1- 3520 -0000- Tenant nbr, name JAMES W CLARK on your state excise tax form Application type description RES ADDITION to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 58182 Application desc ADD 684 SF -2 BTHRMS ENLARGE KITCH /DINING /BEDROOM ail Owner Contractor 3 �i JAMES W CLARK OWNER PO BOX 1393 PORT ANGELES WA 983620257 (360) 457 -5849 Structure Information 000 000 684 SF. ADDITION -2 BATHROOMS, ETC. Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 684 SF ADDITION -2 BTHRMS /ETC Permit pin number 189597 Permit Fee 733.25 Plan Check Fee 476.61 Issue Date 8/23/11 Valuation 58182 Expiration Date 2/19/12 Qty Unit Charge Per Extension BASE FEE 670.25 9.00 7.0000 THOU BL- 50,001 -100K (7.00 PER K) 63.00 Permit MECHANICAL PERMIT Additional desc Permit pin number 189654 Permit Fee 159.80 Plan Check Fee .00 Issue Date 8/23/11 Valuation 0 Expiration Date 2/19/12 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME- FURN /HP /FAU OR 5 TON 14.80 2.00 7.2500 EA ME -VENT FAN (SINGLE DUCT) 14.50 1.00 10.6500 EA ME- HOOD /DUCT -MECH. EXHAUST 10.65 1.00 10.6500 EA ME- STOVE /FIREPLACE /MISC. APP. 10.65 4.00 14.8000 EA ME- HEATER(SUSP /WALL /FLOOR -MTD) 59.20 Permit PLUMBING PERMIT Additional desc Permit pin number 189662 Permit Fee 128.00 Plan Check Fee .00 Issue Date 8/23/11 Valuation 0 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 has 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 ocal law regulating construction or the performance of construction, R3 All /on ■Flri\e s C LA t iv dds4---_____--- Date Print Name Signature of Contractor or Authorized e nt Signature of Owner (if owner is builder) T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: Parking Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T•Gnr rIc /Pt riinn nivisinn /Ruildina Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION .quory 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number 11- 00000760 Date 8/23/11 Application pin number 707160 REPORT SALES TAX Expiration Date 2/19/12 on your state excise tax form Qty Unit Charge Per Extension to the City y of Port Angeles BASE FEE 50.00 8.00 7.0000 EA PL- PLUMBING TRAP 56.00 (Location Code 0502) 1.00 7.0000 EA PL -WATER LINE 7.00 1.00 15.0000 EA PL -SEWER LINE 15.00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments August 22, 2011 5:09:43 PM sroberds. The proposal will result in remodel of a sf residence in the RS -7 zone resulting in 32& lot coverage that was approved per a Minor Deviation on 8/22/2011. July 27, 2011 9:08:31 AM Brian 417 -4708. Electrical permits will be required. Electrical service to be converted to underground prior to proposed building additions. 2" water main and 2 water meters to relocated to east property line at owners expense. Maintain 10' clearance from sewer main. The existing building sewer may be located at the same location of the proposed construction. Any modification or damage to the existing building sewer will require other permits and inspections. Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due Permit Fee Total 1021.05 1021.05 .00 .00 Plan Check Total 476.61 476.61 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1502.16 1502.16 .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 has 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. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms /Building Division /Building Permit i BUILDING PERMIT INSPECTION RECORD 1 PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417-4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: U FK (AIL TL-1---- Footings Zl Q 1 731-1- Stemwall 9 1 (k 71... t.-- Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: Under Floor Slab Rough -In J '7 7/ 1 Water Line (Meter to Bldg) Gas Line �l/ Accepted b� Back Flow Water FINAL Date AIR SEAL: Walls I Ceiling G FRAMING: g ;t0 7 L.1 7 L.1--- 2frfi Joists Girders Under Floor Shear Wall (Hold Downs 5' 3 Q- 1 1 Y U.. Walls Roof ei ing Drywall (Interior Braced Panel Only) 7 T-Bar INSULATION: a./ 84 /a- CF//. y <l Slab Wall Floor Ceiling -�'�jQ MECHANICAL: (p .a.6 %'6-- 5 IA.,- C X 1 Heat Pump Furnace FAU Ducts Rough -In Gas Line U' X'1 ,7 3 IA. Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Dat a l' 1 7 e P ted b MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: '-'69.'" Parking Lighting I I ESA. Q Landscaping _SHORELINE: 0,- t:07 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE 9: Inspection Type Date Accepted By Electrical 417 -4735 G Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 t. 7 417 -4815 1-31- 1 a N Building `A 0 S T-r.rrnc /RI iilrlinn nvisinn /Ruildina Permit H ro Co ro Ln to to o1 m to H ro Pro o0 3> n'O K b 1 C C r C C C C K (4 q,> £otn LJ H ;O ro o w H w w N r h1 ro 11(4(4(40 HLa U..0 to to X C n to T 91 K ro p H o 0 0 0 o 0 0 0 0 y z C 1y H3( 091 N) H r r N) r r r C n cn "'3 n] 3 H 0 m CO 0 ro ro 11 91 r r n x1 X:1 7 9 0 O [*1 J .9 J v J N N N N 0 0 LD 90 CO co 0 LI H-, 310 310 w ro 0 0 1.., W N N N N H r 0 0 0 0 O 0 W N) ro C 0 4-' 0 4 4 Ol S' r C b1 o -r o0 0 0 P. IA mm mm NN 0,0 000 Hot? 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(3 C 1 "c 62 TN k r C....• 4 4\\ C ro ro H T ro o n H? n ro r K 0 >00MC3 0x7 0 N 0 ro .'b z z z d H rnMH ro %a� K 0 0 r zrH 00 H H 0 0• 0' M to 3 H t7 0 0 0 ro M 0 0 0 30 N N H H 0 0 H O 0 0 Ol i 0 O J J C C*) H 01 Y' M 3 0 m L) H H N H H H O w 11 h7 M N N N N M M O O t l 0 C, r- 7 7 O H ti7 o Oo 14 10 no t+ S 0 m0C �tt'x) H �P 11r 00 0 i0 >H N r ro M 0 to l m N O d (7 O 11 0 0 0 0 0 H r w J N r b7p7 HO 0 .7 J '.7 0 O 1/) H c c0 00 O 0 1 0 r z H 1 J l'3 H H H, 0 J z N 0 O 0 0 C] y 0 O J J0 00 O H• 0 3z ul z 0 0 z N N G] R] C+) 1/1 rO 00 z nn [n H H y H 1 3 N N H co O 0 w V) 11 0 d w O ti y 0: 01 U H O 11 0 C 0 0 0 0 0 0 0 0) 0 +7 H N O O 0, 0 114 m z z 0 H 0 M M C 1 H tr) x7 ro r H V) H. w K N m m n 0 1 -i 0 G 0 O to to 01 d ro H G1 [+J b1 J N O H i N James Lierly From: Annie O'Rourke [draftingsolutions @olypen.com] Sent: Monday, September 12, 2011 7:39 PM To: James Lierly Cc: 8• Subject: 8 Victoria St Revision Attachments: Revised Rie Beam..pdf tit Hi Jim, I visited the jobsite for the Clark's this afternoon and it will work better for them if they use a built -up beam for the ridge rather than a glulam as they can't get a crane to the site to move it into position. I've attached a new beam calc showing a (3) 1 -3/4" x 14" LVL is equivalent or better than the original 3 -1/2 "x16 -1/2" glulam. They have decided that they would like the Kitchen and Dining Area vaulted which is structurally fine as I planned for a ridge beam in the first place. They will use 2x10 rafters. They just won't need the 2 ceiling joist support beams as shown on the plans originally. They will be using a high density R -38 with 1" of airspace rather than the R -49 on the flat. We talked about NOT overcutting the seat of the rafters to plane out with the existing 2x rafters. If necessary they will bird's mouth them and clip (with an A23 or equivalent) the rafter to the plate on the inside. If you'd like scaled sections /details let me know. If you have any questions just call me. Annie 1 ES Revised Ridge-Beam by weyerhaeuser 3 PS of 1 3/4" x 14" 1.9E Microllarn® LVL TJ-Bearne 6.36 Serial Number User: 2 9/12/2011 7:21:10 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.35 0: CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof Slope012 OveraliDimension: 26' El 6" .21 0" Ali dimensions arehorizontall. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 12' Primary Load Group- Snow (psf): 25.0 Live at 115 duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ws) Detail Other Width Length Live/Dead/Uplift/Total 1. Stud wall 3.50" 3.53" 4725 3155 0 7879 Overhang 1 Ply 1 3/4 x 14" 1.9E.Midrollarr0 LVL 2 Stud wall 3.50" 2.33" 3152 /2053 0 5205 LI 1 Ply 1 3/4" x 14" 1.9E Microllarm LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear (Os) 5555 4898 16060 Passed (31%) Lt. end Span 1 under Snow loading Moment (Ft-Lbs) 26215 26215 .41846 Passed (63%) MID Span 1 under Snow ALTERNATE span loading Live Load Defi (in) 0.588 0.706 Passeri(U432) MIDSParr 1 under Snow ALTERNATE span loading Total Load Deft- (in) 0.958 1,059 Passed (t/266) MD Span 1 under Snow ALTERNATE 'span loading -Deflection Criteria: STANDARD(LL:1/360,TL11240). I3racing(Lu): All compression edges (top and bottom) must be braced at 12' 6' oic unless detailed otherwise. Proper attachment and positioning of 'lateral bracing is required to achieve rnernberstability. -The load conditions considered in this design analysis include alternate member pattern loading: ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeve iLeve rf. warrants the sizing of its products by this software will be accomplished in accordance with iLeve4r product design criteria code accepted deaign values. The specific product application, input design loads, and stated dirnensionsthave been-provided by the software user. This output has not been reviewed by an iLeve Associate. -Not all products are readily available. Check with your supplier or iLeve) technical representative 'for product availability. -1 ANALYSIS FOR iLeveffir PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLeVeldi Custom product listed above. -Note: See iLeveler Specifier's/Builders Guide for multiple pipconnection. PROJECT INFORMATION: OPERATOR INFORMATION: Clark Residence Annie O'Rourke 618 Victoria Street Prudential Drafting Solutions Port Angeles, WA 98362 PO Box 1246 Port Angeles, WA 98362-9836 Phone (360)417-5615 draftingsolutions@olypen.com Copyright 0 2009 by iLeve10, Federal Way, A. Micra11am0 is a registered trademark of ileveld. C: \Documents and SettingskAnhae Slut zonstClar\revied ridge beaM.S1CS 1 4 CITY OF p OR1 NGEL E S WASHINGTON, U.S.A. NMI COMMUNITY ECONOMIC DEVELOPMENT DEPARTMENT Date: August 19, 2011 From: Nathan West, Director Community Economic Development Subject: Minor Deviation 618 Victoria Street James Clarke A minor deviation of the maximum lot coverage in the RS -7 Residential Single Family Residential zone is hereby approved to allow an increase in the maximum lot coverage from 30% to 31.5 The minor deviation is due strictly to proposed redevelopment and is not necessary due to normal site constraints such as topography. This action is taken with one condition supported by the following findings and conclusions: Condition: 1. Because justification for the minor deviation was partially requested to prevent the addition of bulk to the marine bluff by construction of a second story addition, the property owner agrees to file a note to title indicating that no further addition will be made to the single family structure that would increase the bulk of the structure. Findings: 1. Per Section 17.94.180 of the Port Angeles Municipal Code, a minor deviation from development standards may be approved by the Director of Community and Economic Development under certain circumstances. Minor Deviations of the Port Angeles Municipal Code require that findings be made such that: A. The granting of the minor deviation is consistent with the purpose of the zone in which the property is located and the project is otherwise consistent with the requirements of said zone. B. Because of special circumstance, the strict application of the zoning ordinance results in an undue hardship upon the applicant. C. The minor deviation will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity and zone in which the subject property is located; and D. The minor deviation is not greater than 10% of the requirement being deviated from. E. The site has been posted and adjacent property owners notified fifteen (15) days prior to approval of the minor deviation. F. Minor deviations not granted administratively must obtain a variance through the City's normal variance procedure as set forth in. Chapter 2.52 PAMC. Minor deviations may only be administratively approved up to a 10% deviation. 2. On July 28, 2011, James Clarke applied for a minor deviation to allow an increase in lot coverage from 30% to 32% in the RS -7 Residential Single Family zone at 618 Victoria Street. Mr. and Mrs. James Clarke are the property owners. 3. The property is situated on the marine bluff overlooking the Strait of Juan de Fuca on a nonconforming site consisting of 5990 sq. ft. in area. Site development consists of a 1236 sq.ft. home for lot coverage of 21 A sewer line easement exists along the south one -third of the site that restricts development in that area of the lot. 4. The applicants are proposing to remodel and add 684 sq.ft. to the existing residence for total lot coverage of 32 5. The applicants indicated that the request for an increase in lot coverage is due to the unique configuration of the site, the bluff location, and the restrictive sewer easement area. They also do not wish to add a second floor to the structure because they do not want to block the neighbor's view of the water. 6. The unique site configuration does not restrict the applicant from observation of the lot coverage maximum nor does the sewer easement restrict them from reaching that maximum lot coverage. It is the applicant's desire to construct dwelling area that exceeds the maximum lot coverage that is driving the request. A full second story could be constructed that would significantly increase the dwelling area without the need to exceed maximum lot coverage. A second story would likely block long standing neighboring views of the water in this location. 7. The remodel will be largely within the existing footprint area with some additional area created along the east and south sides of the structure. That new development will remain within required side setbacks without encroachment. No development is planned north toward the environmentally sensitive area (bluff) nor south encroaching into the sewer line easement area. 8. The applicants personally discussed the request for minor deviation with surrounding property owners and provided a list of those .property owners with the application indicating no objection to the proposal per 17.94.180 PAMC. 9. Per Section 17.94.180 PAMC, City staff provided notice of the land use request by U.S. Mail to adjacent property owners with the site posted for land use action. No comments were received as a result of either the mailing or posting of the subject site by the end of the 15 day comment period. 10. A variance was granted in VAR 99 -05 to allow an increase in lot coverage for the adjacent property (622 Victoria Street) to 44% due to its location on a marine bluff that prevented use of the north area of the site as it is a marine bluff. The variance allowed the construction of a detached garage on that property. Clarke Minor Deviation 11 -03 August 19, 2011 Conclusions: A. The ultimate use of the site is consistent with the purpose and intent of the RS -7 zone in which the property is located and does not affect the public welfare. B. The minor deviation will allow the maximum lot coverage in the RS -7 zone to be exceeded by a 2% footprint rather than the addition of a second story addition to obtain the desired living area which would cause some distress to neighboring properties given the marine bluff location. As conditioned, the applicant agrees not to add further to the bulk of the residence by adding second floor area in the future. C. Adjacent neighbors were notified per Section 17.94.180 PAMC and did not object to the proposed increase. Neighborhood development will not be negatively impacted by the proposal as designed. D. The minor deviation does not exceed the potential 10% that is permitted under specific circumstances as is described in Section 17.94.180 PAMC. As designed, the minor deviation does not permit any intrusions into setbacks nor into allow development into the environmentally sensitive area. Nathan West, Director Department of Community Development cc: Building Department files °'P BUILDING PERMIT APPLIC TION Print in ink s '41 ,>tt'�� CITY OF PORT ANGELES p For City Use Only a__ Attn: Building Permit Technician Date Received 1- 7,5- I I 321 E. Fifth St., Port Angeles, WA 98362 W Permit (360) 417 -4815 fax (360) 417 -4711 e 7100 I I Date Approved �I L 1 Applicant J p v s W L. Lft P h v 3 b 0 q-.- Property Owner <TIN rye S CLAY I P e N 5 Lt t ,,►p e Property Owner's Address C -4 V W J e. C e St AV I s 78,P. 3 Contractor $P Me) 'Pc o pe r -F C w IJe r Phone e_.. Y\ Contractor's Adress 7 License Expires E -mail PROJECT ADDRESS (p 1 8 V t c. o r 1 A ST A rT >)-N S eit,s Cu Parcel Number Lot Zoning Proiect Type Brief Description: Residential Multi- family Commercial Industrial Check all that apply New Construction p I Addition 5(01.5 st »J4rG kt fzh i \:t exiothii hed ot.i 2 Eett iycS Remodel of Repair On Si g9./1( The owner aaaed 12-3 sf -1-o 4h i prod e. i Demoli S GQ roV�1 (x.. M i n r DP vi cd•-1-i o h Re -roof House garage other ar o r ay,over one layer Heat System Heat pump wood burning stove gas fireplace pellet stove other-. Other 2t. '-t b&Se.1oc9a> tNea. x-s i. Floor Areas Existing (so. ft.) Proposed (se. ft.) Basement per sq. ft. 1 Floor ,y- 12,3(.0 5(01, 5 %5,00 qa, 2_ s, 0 2 f oor I9 f4cor A 12-S 5. QO 4k1 c? 3 Floor Garage Carport Covered Porch Deck Shed Other SS I S2 A 1 9'u TOTAL VALUATION 4 Total footprint of structures sq. ft. Lot size 5 Q sq. ft. Lot coverag 3Z Site Coverage the amou of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage 3 Max. height of proposed structures 1 ft. Occupancy group j2- 3 of bedrooms 3 Will a lawn sprinkler system be installed? Occupant load of full baths 3 Will a fire sprinkler system be installed? k) Construction type V 13 of half baths -g I have read and completed this application and know it to be Prue and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to orking on projects. Date IK Print Name -TA Me W. C Ar k Signature Lrit4.w 4it T:FormsBuilding Di Pennit.doc 1 2 4i*:Iii 7 Nov e i t o ,,-0.,,,,,,„„ N44., ,T'..i; CP ,;•',!;',,:,7',.4,, ,:,,I;:;;.,-..1.,,,,,,A,,,:c...-,4,-,,,.-,,,, r-t,:-:::ikilfirhir4,0 ,t-,.„,. 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C V ,,,,,,N, 1 p,47:t, tb i '■b (1 i ..i .1 VI cTO P-4 A- ST AN, 5f33 V 7 7 7 i IP \1 1 AI" g IY) EtiCE t --1 1 1 N (72 e 2332' 4 44 .11 1 3 1 i i 4L, 1 p,z,v.aL_ cp-Ntli -L‘ c' -.v' /0 1"2-- 2.0.0) J.1„( .619017...CLAia-i. .._Pd2124.-.6t-f6Enep,&„2., 1)66 .------ccuiftrop 320 _____•_.GHTnt, i-tola4-141_._ p,-...._c,7_4_:.g).( i.g).T.r 7_.-31 LT41 I3L55 Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information Jim and Cindy Clark Jim and Cindy Clark 618 Victoria Street PO Box 1393 Port Angeles, WA 98362 Port Angeles, WA 98362 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http: /www.energy.wsu.edu /code Glazing Glazing U- Factor Door 9 Vaulted Wa11 Wall int Wall ext Slab Option Area Ceiling 3 Above Below Below Floor on of Floor Vertical Overhead" U- Factor Ceiling Grade Grade Grade Grade R-49 or R -21 R -21 R -10 O I 13% 0.34 0.50 0.20 R -38 R -38 R -10 R -30 int TB 2 Adv. R-49 or R -21 R -21 R -10 0II 25% 0.32 0.50 0.20 R -38 R -38 R-10 R -30 2' Adv. R-49 or R -21 R -21 R -10 O III Unlimited 0.30 0.50 0.20 R -38 R -38 R -10 R -30 Int TB 2' Adv. See WSEC table 6 -1 for footnotes Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and El doors meet maximum U- factor. Alternate heating size method submitted. Option I or II, Glazing to floor area limit (WSEC 602.7.2) Area weighted window, skylight or door U- factor (WSEC 602.7.2) As part of the heating system sizing calculation (IRC M1401.3 WSEC 503.2.2) Radiant slab: R -10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 1 c High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 1.0 p 7 Large Dwelling Unit 8 Renewable Electric Energy *1200 kwh Total Credits 1.00 WSEC Prescriptive Worksheet (2010 edition) Zone 1 WSUEEP10 -010 Copyright 2010 e ve Ridge Beam by Weyerhaeuser 3 1/2" x 16 1/2" Glulam (24F 1.8E Framing DF) TJ -Beam® 6.36 Serial Number. User: 2 7/22/2011 9:52:17 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 042 Roof Slope042 Overall Dimension: 26' _4. 6" b 21 6" All dimensions are horizontal. Product Diagram is Conceptual LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 12' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 5.23" 4725 3056 0 7781 By Others None 2 Stud wall 3.50" 3.46" 3152 1989 0 6141 By Others None Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 5485 4734 8634 Passed (55 Lt, end Span 1 under Snow loading Moment (Ft -Lbs) 25897 25897 36527 Passed (71 MID Span 1 under Snow ALTERNATE span loading Live Load Defl (in) 0.544 0.706 Passed (L/468) MID Span 1 under Snow ALTERNATE span loading Total Load Defl (in) 0.874 1.059 Passed (L/291) MID Span 1 under Snow ALTERNATE span loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 18' 5" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattem loading. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an'Leevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Clark Residence Annie O'Rourke 618 Victoria Steet Prudential Drafting Solutions Port Angeles, WA 98362 PO Box 1246 Port Angeles, WA 98362 -9836 Phone (360)417-5615 draftingsolutions@olypen.com Copyright 2009 by iLevele, Federal Way, WA. TJ -Beam® is a registered trademark of iLevele. C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Clark \ridge beam. sms eve West end rafters byweyerhaeuser 1 1/2" x 5 1/2 1.6E Solid Sawn Douglas Fir #2 24" o/c TJ -Beam® 6.36 Serial Number. User: 2 7/22/2011 2:26:34 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page, Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0172 Roof Slope0t12 Overall Dimension: 12' F la r 4' b 8' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 1.50" 455/273/0 /727 By Others None 2 Stud wall 3.50" 3.50" 173/87/0 /261 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 396 347 1139 Passed (31 Lt. end Span 1 under Snow loading Vertical Reaction (Ibs) 727 727 2231 Passed (33 Bearing 1 under Snow loading Moment (Ft -Lbs) 688 688 948 Passed (73 Left OH under Snow ALTERNATE span loading Live Load Defl (in) 0.231 0.276 Passed (2U430) Left OH under Snow ALTERNATE span loading Total Load Defl (in) 0.310 0.415 Passed (2L1321) Left OH under Snow ALTERNATE span loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Allowable moment was increased for repetitive member usage. Bracing(Lu): All compression edges (top and bottom) must be braced at 12' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Clark Residence Annie O'Rourke 618 Victoria Street Prudential Drafting Solutions Port Angeles, WA 98362 PO Box 1246 Port Angeles, WA 98362 -9836 Phone: (360)417 -5615 draftingsolutions@olypen.com Copyright 2009 by iLevel Federal Way, WA. C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Clark \Cant'd rafters.sms eve Bedroom Beam by Weyerhaeuser 3 1/2" x 12" Glulam (24F 1.8E Framing DF) TJ-Bearr8 6.36 Serial Number. User. 2 7/22/2011 9:37:49 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Bags, Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0t12 Roof Slope0M2 31 El b 14' 4 All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 18' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.44" 3150 1961 0 5111 By Others None 2 Stud wall 3.50" 3.44" 3150 1961 0 5111 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 4990 -4168 6279 Passed (66 Rt end Span 1 under Snow loading Moment (Ft -Lbs) 17048 17048 19320 Passed (88 MID Span 1 under Snow loading Live Load Defl (in) 0.389 0.456 Passed (U421) MID Span 1 under Snow loading Total Load Defl (in) 0.632 0.683 Passed (L/260) MID Span 1 under Snow loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 14' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Clark Residence Annie O'Rourke 618 Victoria Street Prudential Drafting Solutions Port Angeles, WA 98362 PO Box 1246 Port Angeles, WA 98362 -9836 Phone (360)417 -5615 draftingsolutions@olypen.com Copyright 2009 by iLevel Federal Way, WA. TJ -Seam® is a registered trademark of iLevel C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Clark \br bm. ems eve Headers along hall by Weyerhaeuser 3 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam 6.36 Serial Number. User 2 7/222011 9:31:44 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.36.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope0M2 6' g" All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 12' Primary Load Group Roof (psf): 20.0 Live at 125 duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 230.0 135.0 0 To 6' 6" Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead /Uplift/Total 1 Stud wall 3.50" 1.60" 1528 848 0 2376 By Others None 2 Stud wall 3.50" 1.60" 1528 848 0 2376 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 2254 -1721 3806 Passed (45 Rt. end Span 1 under Roof loading Moment (Ft -Lbs) 3475 3475 3631 Passed (96 MID Span 1 under Roof loading Live Load Defl (in) 0.086 0.206 Passed (L/861) MID Span 1 under Roof loading Total Load Defl (in) 0.134 0.308 Passed (L/553) MID Span 1 under Roof loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Additional checks follow. TL:0.313" Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an ilevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Clark Residence Annie O'Rourke 618 Victoria Street Prudential Drafting Solutions Port Angeles, WA 98362 PO Box 1246 Port Angeles, WA 98362 -9836 Phone:(360)417 -5615 draftingsolutions @olypen.com Copyright 2009 by iLevel Federal Way, WA. C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Clark \hall hdrs.sms eve 3 Dining Room Beam 3 A A by Weyerhaeuser /2 X 12" Glulam (24F 1.8E Framing DF) 11,1-aeam® 6.36 Serial Number. User. 2 7122!2011 9:54:50 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 16901 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof SlopeOtI2 �r r© h- 16' All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 9' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift /Total 1 Stud wall 3.50" 1.99" 1800 1162 0 2962 By Others None 2 Stud wall 3.50" 1.99" 1800 1162 0 2962 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 2900 -2483 6279 Passed (40 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 11358 11358 19320 Passed (59 MID Span 1 under Snow loading Live Load Defl (in) 0.336 0.522 Passed (U559) MID Span 1 under Snow loading Total Load Defl (in) 0.553 0.783 Passed (L/340) MID Span 1 under Snow loading Deflection Criteria: STANDARD(LL:U360,TL:L/240). Bracing(Lu): Ail compression edges (top and bottom) must be braced at 16' olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by an ilevet® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Clark Residence Annie O'Rourke 618 Victoria Steet Prudential Drafting Solutions Port Angeles, WA 98362 PO Box 1246 Port Angeles, WA 98362 -9836 Phone (360)417 -5615 draftingsolutions@olypen.com Copyright 0 2009 by iLevel federal Way, WA, TJ -Beam® is a registered trademark of iLevel®. C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Clark \dr bm.sms Clallam County Assessor Treasurer Property Details 61600 JAMES W CLARK for Page 1 of 1 Clailam County Assessor Treasurer J Property Search Results 61600 JAMES W CLARK for Year 2011 2012 Property Account Property ID: 61600 Legal Description: LOT 4 EXC E46' AND ALL LOT 5 AND E23' LOT 6 BLK 35 NORMAN R SMITH SUB Geographic ID: 0630005135200000 Agent Code: Type: Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi Family Redevelopment: N Township: Section: Range: Location 1 V Address: 618 VICTORIA ST Mapsco: e_ Address: PORT ANGELES, WA c \v Neighborhood: Cycle 5 Res Map ID: 2 p Neighborhood CD: 10955130 \6 Owner Name: JAMES W CLARK Owner ID: 18391 Mailing Address: PO BOX 1393 Ownership: 100.0000000000% PORT ANGELES, WA 98362 -0257 Exemptions: Taxes and Assessment Details Property Tax Information as of 07/25/2011 Amount Due if Paid on: NOTE: If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. Click on "Statement Details" to expand or collapse a tax statement. First Half Second Half Year I Statement ID I Base Amt. E Base Amt. E Penalty Interest Base Paid I Amount Due 1 Statement Details 2011 156026 $819.42 $819.38 $0.00 $0.00 $819.42 $819.38 Statement Details 2010 44303 $785.17 $785.15 $0.00 $0.00 $1570.32 $0.00 Values I Taxing Jurisdiction 1 Improvement Building Sketch Property Image Land Roll Value History Deed and Sales History Payout Agreement This year is not certified and ALL values will be represented with "N /A Website version: 9.0.32.2200 Database last updated on: 7/25/2011 3:51 AM 2011 True Automation, Inc. All Rights Reserved. Privacy Notice http: /websrv8.clallam. net/ propertyaccess /Property.aspx ?cid =0 &year= 2011 &prop_id =61600 7/25/2011 am J l 1 All L k c.. .ii S App ica ion I q ta 2 001 19 File Edit Commands Help MAMMY PUBLIC SECTOR 4 1‘1114.11-1' Nawiline 4r Application 1l 000007' Bonds 1 Property Information 1 Application Information ®Contractor escrow Address: 618 VICTORIA ST 1 Application desc: ADD 684 SF -2 8THRAIS F ENLARCi Fees; PORT ANGELES, 1/4 98362 l Application status: APPROVED Global balance due Location ID: 99886 Status Date: 8/27/2011 Inspection history 14 Owner name: JAMES 3 CLARY Application type: 869 ADDITION o i 8: cellaneous infol'' ASSESSOR PARCEL NUMBER: 06-30-00-5-1-7520-0000- Application date: 7/252011 Q Names ALTERNATE ID: 063000513520 Tenant name /number: JAMES 3 CLARK Permits 1 !11 M Plan tracking r M Receipts i- Contractor Information >D Outetending Inepectiona to 1 Square footage cad.; Structures I; Contractor Name; ONNIER Insp Schedule Confirmation 1' Valuation calculati�. Contractor Number: l Type ID Date Number Status: No outstanding inspections exist 1 Contractor Requirements Doc Number' i Dean rYron Transaetmn arncuut Arnourd due IIINECOMEMIMIN PLAN CHECK FEES 476.61 54.08 00 000000 .BPR 00 PERMIT FEES 733.25 733 25 ,.,1". .00 L. 000000 BPR 00 3 PERMIT FEES 159.80 159.80 .00 000000 ME 00 4 1 ES 128.00' 1 .00 '.,c .00 1000000,8T; GO' w, -,,,,',,,,,j',..;.,',,,,,,,,,,,,•44,:,,...-- ':STATE SURCHARGE 4. 50 4.50 00 r Print a: Totals 1502..16 111"19.63 i ,DO Cancel ;v Refresh f 1. Lard Inquiry t Doc uments t NIVV 1 RECEIVED A AUG 1 8 2011 IS VI CI 4 5T., co i cITY OF PORT ANGELES 5 f3'3e) It E BUILDING Dmsioni Iv 1 o t I 1 I WNW.— oN i pleir RSI 0 EticE g t■ •;li TV V vi% i 4 oN Vi-' 1 j0 2 0 v20 4.,,,f e 2332 0 Y (r) F 0 4111i■ N 4'' 401orn ..a, ,,7•,' f4 3 7 1 -73 1 1 NOISIAICI mains S313ONV lblOd JO ADO 1:24vaL cpv:4 1 tilz 8 T 9f1V J.1 ?!..611-.14.17.,L.L,4404., 5 Col t. V 1 0P-14 1 1/4. itrP-)areA"" co C6 .?0,.0 .5 32.0 _11.GHTM 'L-T:4; _:40 4 L _K55 LoT (Oa ,(6 p 1.124,25 D 32 I oh, i r i i 11 1\111H I•k•-•-: .;;:i, 17 I i 1 al i H .Y t I f 1 i 15 t 1 *314 4* I i; i",;.;;;.. 7 1 1 it If I ;11: 1;i;1 1 1 1 j i illii 1 1 1 1 I ;/ti 1;1 1 i• t 4, 1 1 i; I i 1 1 zli J i1 "11 14 1 i I t1 3 1 ;1 i i I 1 In '1:1111 !,.11)111;.*:, 1 2 i11 1 1 1 •;:;if ,:i 1 1 1 t I r F, L____...). i f■ 1 /1 !i/;/ i.% I/ 4 _l_ i I 3 ,C i i i I i 1 1 f:[ Ilfil 1 A i r ,i/ i 1 i, 1 1 1 li i 1 I '',1i i 1 i 1 t i t i 1: i lc) 1 1 iii'''•!. ';,1111' 1 1!1111 ',',H. 17 iiiii it p iii; :lir 1 3: ..,i:1.•-•,;:•:: 1 i _i 1 1•....i. ;i 1 •i :,,,,,:,i r 1 i i I i 1 1 ,c--,-- 1 i 1 ii 1 i* i i i 1 If t. s f, 'A I i i 1,, i 1 1 i 1 ri i i I 1 t 1, 1 i t I -I Li, 1' I 1 1 1 1 i I 1 1:„.: I 1 SC-2 1 1 I 1 i 1 ,i 1 i 1 5 ;i i 't i 1 i 1 I i H, f r 'i 1 i '11 1 i i .r:.H.• 1 1, •Il ;7., !I. 11. 'I; i': 1 1 i V• 1 1; •H I i i !I ii .i i ...1 I 1 i i, 1 i*r i i I ,1 1,:: f...) i '.1, 1 ;11'., 1 6W. i: I i 1 i i'•:':•, ,,.....—.0 I.: i' 40" 1 1 I .0 (4. IV r [(s,..,Est-ir j N 7 -'i I 1 1 I i 1 1,451-12' 2.-5 5 1-- 1 q-, 4- o 0 1 I I I 1 i 1 1,6f 1 ,ytil 1 ii il 3°6 ti ur 4- c)' I I; i 1 111.-i4141 II I I 1 1 I 1 I -ignEL. 'I'l gtregr i' I 1 ---,--r, IIIIII— Iit90261 1 40 iliIII iIiIII -L. Ci I 1 Ili III I I _L_Li_ I I 1 1 'il AP 5 4 ‘3 12. Q.JJ 1.-46,N 2-4P/4 24F-\I 4- 3 'Izx12ciLvLA 1 ai.lb iaP-G, -10 lir Crrto) 312x 12 4w441 /7. Z4 `A rT (Y,-1 eve Dining Room Beam by Weyerhaeuser 3 1/2" x 12" Glulam (24F 1.8E Framing DF) TJ- Bearr5 6.36 Serial Number: User. 2 8/17/2011 9:25:43 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pape 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof Slope0112 31 11 111 17' 6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 9' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead /Uplift/Total 1 Stud wall 3.50" 2.18" 1969/1271/0/3239 By Others None 2 Stud wall 3.50" 2.18" 1969 1271 0 3239 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 3178 -2761 6279 Passed (44 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 13637 13637 19320 Passed (71%) MID Span 1 under Snow loading Live Load Defl (in) 0.485 0.572 Passed (L/425) MID Span 1 under Snow loading Total Load Defl (in) 0.797 0.858 Passed (U258) MID Span 1 under Snow loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 17' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel& iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Clark Residence Annie O'Rourke 618 Victoria Steet Prudential Drafting Solutions Port Angeles, WA 98362 PO Box 1246 Port Angeles, WA 98362 -9836 Phone: (360)417 -5615 draftingsol utions ©olypen. com Copyright 2009 by iLevel Federal Way, WA. TJ -Beam® is a registered trademark of iLevel C: \Documents and Settings \Annie \Desktop \Drafting Solutions \Clark \dr bm.sms a eve Kitchen Ridge by Weyerhaeuser 3 1/2" x 12" Glulam (24F 1.8E Framing DF) TJ-8earrg 6.36 Serial Number User. 2 6/172011 9:27:50 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof SlopeO/12 Overall Dimension: 15' Or r© 6" b 10'6" All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 16' 2" Primary Load Group Snow (psf): 25.0 Live at 115 duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.77" 4365 2729 0 7094 By Others None 2 Stud wall 3.50" 2.00" 1912 1062 0 2974 By Others None Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Resuft Location Shear (lbs) 4042 3289 6279 Passed (52 Lt. end Span 1 under Snow loading Moment (Ft -Lbs) -7089 -7089 12880 Passed (55%) Left OH under Snow loading Live Load Defl (in) 0.097 0.310 Passed (21/999 Left 011 under Snow ALTERNATE span loading Total Load Defl (in) 0.109 0.465 Passed (21/999 Left OH under Snow ALTERNATE span loading Deflection Criteria: STANDARD(LL:U360,TL:L/240). Bracing(Lu): All compression edges (top and bottom) must be braced at 15' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattem loading. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: OPERATOR INFORMATION: Papa Murphy's Annie O'Rourke 1405 E Front Street Prudential Drafting Solutions Port Angeles, WA 98362 PO Box 1246 Port Angeles, WA 98362 -9836 Phone: (360)417 -5615 d raftingsolutions ©olypen com Copyright 2009 by iLevel®, Federal Way, WA. TJ -Beam® is a registered trademark of iLevel®, "111■Qt<%, ,0R1-44, CITY OF PORT ANGELES Call 417 -4815 Y= N DEPARTMENT OF for further a_ COMMUNITY ECONOMIC DEVELOPMENT information Building Division S 11 1p VV 0 IR 11( CI IcE Effective Date 2 Time Permit No. Location of Work e-/ Name of Permit Holder \1 i-g G~ Address of Permit Holder i lv /P Building Official Posted By Permission to continue construction, alteration, maintenance or repair work of any kind is hereby revoked or does not exist until conditions set forth in the ordinances and building codes of the City of Port Angeles are complied with. WARNING: CONTINUATION OF WORK OR REMOVAL OF THIS NOTICE IS A MISDEMEANOR AND IS PUNISHABLE BY STATE LAW. e NOTICE: TO BE REMOVED ONLY BY BUILDING SECTION PERSONNEL. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION ■1111I 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 12- 00000168 Date 2/16/12 Application pin number 523440 Property Address 618 VICTORIA ST ASSESSOR PARCEL NUMBER: 06- 30- 00 -5 -1- 3520 -0000- REPORT SALES TAX Application type description MECHANICAL APPL. PERMIT on your state excise tax form Subdivision Name Property Use to the City of Port Angeles Property Zoning RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation 6126 Application desc DBL HEAD DUCTLESS HEAT PUMP Owner Contractor JAMES W CLARK AIR FLO HEATING CO INC PO BOX 1393 221 W. CEDAR PORT ANGELES WA 983620257 SEQUIM WA 98382 (360) 457 -5849 (360) 683 -3901 Permit MECHANICAL PERMIT Additional desc TWO HEAD DUCTLESS HP Permit Fee 64.80 Plan Check Fee .00 Issue Date 2/16/12 Valuation 0 Expiration Date 8/14/12 Qty Unit Charge Per Extension I 1 ►Q, (P.1- it BASE FEE 50.00 1.00 14.8000 EA ME- FURN /HP /FAU OR 5 TON 14.80 Fee summary Charged Paid Credited Due Permit Fee Total 64.80 64.80 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.80 64.80 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has 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 prov' ions of any state or local law regulating construction or the performance of construc ion. S o il/ 02- 1 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL_TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: J I J oists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL: Heat Pump Furnace FAU Ducts Rough -In V e Gas Line ac, JO— Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date [0 l.' by (�V� MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: Parking Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W. PW Engineering 417 -4831 t v- Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T:Forms /Building Division /Building Permit (MN 0 01 N co o W 0 E. 0 0 a 0 HM 00' 0100 OM 0 r m M 0 a' H 0 0 O 0 N 0 0 \D LO u U N p 0 r6 N L 01 u .0 10 w .c a u a 00)01 W V) W OO 0 W °V U (1) r1 r 0 0 0‹ 0 N 111 z E.h a o 0 0 C 0 z r1 m H 01 r H z O W 0 ..f rl a' a HO F m E. N ••a' U U H F Q in Z m 0 0 ttCCryrydd U U a z 2 N N 11 zi F ii W W a W H H N H O H N N Z 00 W 0) W 0 O 0 to o C W H H W (1)0) a 0 0 N a'N O M 0) 4Z 00 0 .04N 0 y H H HU -m FC x 0 a j a F� 001240 uu -a U a a V) H N N 'rl H m Q a HP Z a S -i7.Na 4 a s 0 0 -0 U x u r1 .o a u x 0 N U 0 U a 0 1/)U) U s1£ 1+ NU G0 0 o F0a 0 <0 <0000 O 0 H O U o N x W F m Mn 2 0 W a F s ,7 0 X of aH 8 zv) 0 H a W i 111 100 H H a 120< O>R oxU ■H co F• 0 0 10 003 W -,1 i0 inn •0 >4,000 01 0 1. 1 N N N N W 0100 EPP H H H H 0 0100 u) W ,y \'z .-1 H 0 N 00.-7 00 m mg 04 0<000 0001 N N N N 00 w0 00 ,Da a a 0 0 0 w 0 F 0 1. 1 0 (f) U 0 H N C4 0 w< a z F 0 o 0 a 0 a1 m m 00 0 2 z a a W a m m aU a a E ms E 0) N H N F Q a 0 H o r m m rO r m 0 al a O O O N 0 M M 1J a m v H F O ZZ m L.. O Ca 0 W 0 XO xO Q F U V a s 0 0 H 0 z F m Z 0• im Z H a C Q U O z z F 0 0 E 0 0 if 0 3j V)V a ZO 00 0 .Y z z 0 0 a H H H U 0 a F\ U a a V) HN� a H u 0 a V v) U 0 H E Q 0 0 h o H Fi /-:31 N U) Z n Hx E U)a 0 H Q a~ co H w a H 00000 H 0 h 0 oxuoo H u 0 0 0 0 0 a >44000 0 0 N W W o o F F H HC7 00 0 0 W H H �o O W a o o 4 Q o O a N N 0 E F W O o •C, a 0 0 0 0 0 0 Q H a 0 0 u a z E a o ta 0 W N Oq Z Z a o 0 0 0 1:4 U Q 0 0 0 0 W F 6 0 rA�, BUILDING PERMIT APPLICATION Print in ink fr 1i.N, CITY OF PORT ANGELES ;tiP VANS For City Use Only: tom 1 0 Attn: Building Permit Technician Date Received %0 V.;...1111MIIIIII F 321 E. Fifth St., Port Angeles, WA 98362 Permit /a- (360) 417 -4815 fax (360) 417 -4711 Date Approved a---- /c /,r Applicant or Agent 1r{ FL KE G k N 6— Phone 613 f+ Owner atk 5 4 Crt M Ot Phone 451-5141 Owner's Address (t2( \ACTO l (ZeE PAT Pt-I�4SLSS A ag3 lc Contractor /Engineer 6 T n1 fr 1 Phone 13 -j1a 1 Contractor /Engineer's Address 1.A 1j, Qt q ST. V k 1 co rg License Pt1 Fr 1r 1 9.6/0 D Cr' 1 Expires 12.5 I PROJECT ADDRESS (t �(ICT 0��� STREET Parcel Number Lot Zoning Protect Type Brief Description: KResidential o Commercial o Multi family a Industrial Check all that apply o New Construction Addition o Remodel o Repair o Re -roof o Demolition o Sign o wall- mounted projecting o freestanding o awning c other Total sign area sq. ft. Maximum allowed sign area sq. ft. Heat System KHeat pump o wood- burning stove o gas fireplace o pellet stove pf other o Other 11)O Refib b Oa RP 545WA Floor Areas Existing (sq. ft.) Proposed (sq. ft.) Basement per sq. ft. 1 Floor 2n Floor 3 Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION (n (4 re.- Total footprint of structures sq. ft, Lot size sq. ft, Lot coverage °/u Max. height of proposed structures ft. Occupancy group of bedrooms Will a lawn sprinkler system be installed? Occupant load of full baths Will a fire sprinkler system be installed? Construction type of half baths I have read and completed this application and know it to be true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and obtain ermits prior to wo ing on projects 1,,r! ry Date 2. L5 17-- Print Name a LL1 tf MSS t. R.5 Signature T C I :Forms /Building Division /Bldg Permit Appl. -2006 Code.doc 1 'd ILSE EB9 09E 01J dIU WdBE:a eIcia SI clad ELECTRICAL PERMIT i CITY OF PORT ANGELES 360- 417 -4735 a Application Number 11- 00001065 Date 9/27/11 Application pin number 866690 REPORT SALES TAX Property Address 618 VICTORIA ST 017 our excise tax form ASSESSOR PARCEL NUMBER: 06- 30- 00 -5 -1- 3520 -0000- y Application type description ELECTRICAL ONLY to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc 200 amp service Owner Contractor JAMES W CLARK MEYER ELECTRIC PO BOX 1393 PO BOX 213 PORT ANGELES WA 983620257 SEQUIM WA 98382 OLIO. (360) 457 -5849 (360) 477 -2202 O Permit ELECTRICAL ALTER 'RESIDENTIAL Additional desc Permit pin number 193359 Permit Fee 119.90 Plan Check Fee .00 Issue Date 9/27/11 Valuation 0 Expiration Date 3/25/12 Qty Unit Charge Per Extension 1.00 119.9000 ECH EL -0 -200 SRV FEEDER 119.90 Special Notes and Comments September 27, 2011 9:30:48 AM tamiot. Coordinate final connection with Port Angeles light operations. Fee summary Charged Paid Credited Due Permit Fee Total 119.90 119.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 119.90 119.90 .00 .00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE I )e) I A 1 ROUGH -IN FINAL 114 4 COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \B U I LD IN G 2011 -09 -26 15:18 360 417 4711 P 1/1 REcE s °CITY OF PORT ANGELES PERMIT APPLICATION SEP 2 7 2 C7 Building Division/Electrical Inspections 7.7 ELECTRICA eel+-- 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 1 Pb: (360) 417 -4735 Fax: (360) 417 INSPECTION W Date: .3, 2 6 zci r 1 2 Single Family Dwelling Multi- Family or Commercial' Commercial Addition 1 Alteration I Remodel Repair' Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet .,6 .l S Job Address: lit e.o I 0.000. Building Square. Footage: 0o Description of above nLci_L !m..- .0 V t S-e Seim v .44 0_000..._ Owner information Contractor Information Name: "e'`_C 3 &.rk. Name: tsA. ay CiC -c-i -ie Mailing Address 6 1_$_,_,_ V! _.,:t r S{ Mailing Address: ---2 S" \e.v. Zs_ C :I a A Cis....,,:.. in./ c t 77 wA Y 3r2 ...r P 0,0,,0,0. b"2.. i lip Phon S 2e4/ riix: Pholte:. rirx:... :Fern i Ir.:b 17norJV `rte! %c1!t'r°J1l�'�'° by L in it {'ycr c) Service/Feeder 200 Amp. 5 119.;4(1 1 SCrricc/i c: d'r 201 400 Amp. $145.l.,0 J S^rvire!rmd^r 101.WO Amp 204.10 5 Servicr!Facdrr 601 1000 Amp. 262.20 Sf :rvicr /Ferttluf over 1000 Arran. 377.50 RrtrIt :11 Circa `01'11 `iervi.e 1 c 2 0( Branch Circt!it W/O Scrvicc ccdor 73.50 Fatah A(! IItIOrhtl )rfrlr..f0, :t!tv S h0 Temp. Service Feeder 200 Arnp. 92.70 g 101,10 r.nriCr,! 0%'!(11, .'Oil /(1i) Arran !I: 11100 Tnr:llr. arvit:rl /Fnarlar 4014400 Arntr. 14X.10 1emn.`;r :wir :o /I4 0.rr ti01.1000;i'r:u r liir!.i;1 P0fhl 10 Portal Hourly 4,090 innl(.lullintt 1 it■ldinu Ji 88. Sional Cia.:11111 limited Frir?my Fir i 1 ,00 Sr Cornr,, r ;irll s ii5.90 -_0000- Noto• $5.00 for (AO Fid(iili(lnll 1!;00 •;1 Signal Circuit/ Limited Energy 1 2 amity 1)wollina S 63.90 Sineal r rr acid 1 irnitFid f.1!ergy !v1ulti -i Amiiv r)wrdinit S (..i;i 90 `ii Manufactured Home Connection 19.90 00.0, Renewable Lientricol l rrercjy K VA System or I (acs S 104 30 Thermostat 56,00 'S NEW CONSTRUCTION O1' L7: ritst 1300 5quau FL, 110.30 e._ 1 Arlditione! SUIT Sport.; I. t or P001011 of ,5.111 b I :ac.li Outbuikli;l(I or DetaLil(al C ai ir(it: W 73.50 Lash :Swiltinicnn 1.'0010/ lint 1 10.:0 .s 1 op lI/ iota; 7wiier,i dr'iint :(1 by RCAN. 1;;.78 :?n1: (1) Owl ler will occupy d to s l t o G i u r 1 ii;t iwu years il+tor uu5 (;iI :1 1 1 1' ponrlii i;, i/1 uiiGa;u, V 1 ■1n_f i:, (t:uLii ed to hire an electrical contractor 11 above said property is for sale, rent or lease. Permit expires after six months of last inspoctlon. Arii :I r(; :u.iin(; I ho Ahoy.' $1<I101ortl, 1 t1Crnby r :r:r!iiy Thai. I am 111(: owrir 01 the abovo flaw(' nrrtrorly or r,r lit :onsr(i oieclrir..al contractor i am making the electrical installation or Aeration in compIiancce with the electrical Taws, N.1.C,, RCW. Chapter 19.78, WAC. Chapter 296 -466, I he City of Pon Anoo.!es Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of oiner,.e■ectrical c tractor electrical administrator: 0 Cash 0 Check V g 2' CreditCardtk_,yt2 X Dated: f /z 6 /Z Ol 01l01f2010 CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT Nt? 16643 port Angeles, washlngton____q..~:~____2_Je.--------------------------------, 19__2__0'- In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, o~, or about any building or other structure In the City of Port Angeles, per- mission Is hereby granted to do electrical work as listed below. Address ---<l--2l-------I!~..Lk~o.,,-::~------------------ Occupancy__________.__,,!.J_:!:~____o..___________.o. ~:~:~ ~l~~:~~:::tJk::i?:~~:___.~~::~~;::::::::::::::-:::-~~:::::::::=::::=::::::::::=::::::::::::::::::::: /;(O-?.'f 1:) Service, volts ....___mmm.................__.... No. wires .......~m...................m Size wlres...Y/i.....I1-:::?::.. Main fuse ....c'2...~....-Q................ Enclosure f.lp~{~r.... t Type of wiring: Entrance Cable ......m..m..m.......... Light OutletL...................m...m_.._..... Receptacle Outlets............................... Dryer, KW nn...un..__......hn.nn....... Range, KW nonn.................. Water Heater: Hcat~:~:::n:::B::0.lI1.J!,:,.... Motors: size, volts and phase: Total Load............................. Rigid Conduit ............................... Metallic Tubing .m....................... Current transformers: No. &, Sizem.m....mm..m...mm......n Ser. No.............................................. Ser. No. ............................................. Ser. No............................................... Ser. NO.....................................n....... Type of Wiring: Armored Cable .............m............_ Non-Metallic .................__............._ Knob & Tube................................_ RIgid Coodult ...._...........mm......... MetalUc Tubing ...............m.m..... Raceway ...............................__..._ Circuits, Light..................................._.. Utllity......mm...____..._.................... Heat .......................................-...... Range ............................................. Water Heater ............................... Motor _._........................................ Dryer................................................_ Furnace .........................._......_.._....... Remarks: m.__.o.__'~~,&,,~g,,_o..__m._o..........____________________m__.____._._._...._...__.______.___.___________________.......... Total....................................... Permit Fee Treas. Receipt No.___.________._______._______ By 0.,___'__________________________,________,______,____________________ $._________________________mo.._..__. NOTICE-Current must not be turned on until Certificate of Inspection has been issued. It work is to be con. cealed due noUce must be given the Inspector so that work may be inspected betore concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT N'? 16643 Address........................................................................................................................................Date..._......_.._.._.._.........._......_......_......... Owner..............................................._.............._.._...........................................................Tenant.................................................................... WlringContractor..........................................._.............._.............................................................By...__......................................................... NOTICE-Current must not be turned on until Certificate of Inspection haa been issued. If work i~ to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment.. 1M Olympic Printers, Inc. CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N? 14978 Port Angeles, Washlngton_n__<::?___:::'n_~__J________________________ooooooooo_, 192Y In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- uission is hereby granteq to do electricai work as listed below. /' I "/ '. -~'. . Jldd 1-.: .~; "'-j,,~ 0 ') ,'~ ~~::;S~~:~:~:t~:--~~~~_~:0--~~B~::;:-z_~-.::~:::~~~::::::~c:~~~-~~~::.-~~:_:___:::::,__::::::::--::---:::---::_:: { : V I.ight Outlets.......................................... J ~eceptacle Outletsm.mm__umm....._..... I rye'. KWI____ho.U_.UU______hh___u___nnnu f ange, KW ___.___mn'.mm__ 'Vater Heater: KW.______u.._._________u___nu____nn_______. I eat, Rw__j3L:?~nBjl.___ : totors: size, volts and phase: Total Load__..............._______..... _ /:5 c,/ " Y C ServIce, volts ..______m..m..:.:......._...__..... ? No. wires _._.....~:::....__..__..."..._..._m__ Size wires.......:t:::.(Lt2.~~.~:_~_m__. . ~'-'l(1/\- Main fuse ___.....m........______............__ ~ Enclosure ...~....-------.---.-,-...---m--. Type of wiring: Entrance Cable _......._m_................ Rigid Conduit ...___.....................__.. Metallic Tubing ____._..........__m...___ Current transformers: No. & Size._.._.....__......mn._...._._....m Ser. NO...______m__..________n..____.'__.__..___.. Ser. No..............________________...........___... Ser. No..-----________..._...._....______........___ Ser. No......_......._._..___..___..___._._._______... , Type of Wiring: Armored Cable ..nnm...nnnn...nnn. Non.Metallic ","...nnnnnnnnu.....n Knob & Tube Rigid ConduIt .n__n_nn._._hnn.n___.h Metall1c Tubing _____m__mmm__m___ Raceway nnn.___n__..__n..........._....._... Circuits, LighL________....._.__.__.___..__.______.__ Utility __mn._mn.h.u__u._____._______u Heat _________.....__._.._........__......_......._. Range .__.____.....__......__._______.____________. Water Heater ____.__.....__00.__..__....__00 Motor _..__..___..._____...._.._____________.____. Dryer._.__._.____._....___________._______________..... Furnace ____.....___.....___......__... Total _____.____..___..._.___________________ Remarks: _._.__._______0.0._____:.1..:.._,:_.0_,..,.<-_.,_<:..,--------______000___________ooo___o.o.____ooo__o.o.u__________________o.___o.________ooo______o. , ".,. I' : ~~_~~__~~~_____ooooooooo__ooo. ~~~_~:__~~_~_~~_~~_______ By __o.!.;_~__c.~L.o--~-:~-::~-, {.~,:!_~_:lc.,,!_'__'__m. NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work is to be con- c(:aled due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION - ),{" J}' ') 11,-, ., v b/) ELECTRICAL PERMIT' N? 14978 ~'" v ~ f~ . D.'te called fOi.~)P,~~tiOn;d/".C.,-&.1l"-:7!.mnmuu--------h-nm--nmnu----uhnmmmnn______.un____Um__nhm_mUmh_mum__________uu________ . .., .,.' frteB. J ~~ ~(l a.f(f . : :;:::::y c:::~::::6~!:~;:r:::=-f.~~:::~;.:t..:::9..:-:~:::::-.::::::::~::-::-::::::::--::::::::::::::::::::::::::::::::~::::::::::::::::::=::::::::~:::::::~ I T )tal Load ___________n___...._....._nU.h...__..__.._........._......__..........__.......__.___ . ._.n___n__.....nn________.....__n_......h__.....___.._.___......_..___............___........_......_ ... \ 1M 3-72 Olympic Printers, Inc.