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131 W 13th St - Building
ELECTRICAL PERMIT CITY OF PORT ANGELES d 360-417-4735 .L Application Number 10 00000749 Date 7/20/10 Application pin number 667178 Property Address 131 W 13TH ST REPORT STATE SALES TAX ASSESSOR PARCEL NUMBER 06 30 00 0 3 7960 0000 on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning 1S7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc Detached garage Owner Contractor EDNA L HAWORTH BOB S ELECTRIC INC 131 W 13TH ST 2293 DEER PARK RD PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 683 4633 (360) 457 6887 'i5� 954 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc Permit pin number 169730 Permit Fee 73 50 Plan Check Fee 00 Issue Date 7/20/10 Valuation 0 Expiration Date 1/16/11 Qty Unit Charge Per Extension 1 00 73 5000 ECH EL R OUTBD/DTCH GAR IN/SEP 73 50 Fee summary Charged Paid Credited Due Permit Fee Total 73 50 73 50 00 00 Plan Check Total 00 00 00 00 Grand Total 73 50 73 50 00 00 ( ` V r\ INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH to D SERVICE ROUGH IN 7 FINAL COMMENTS PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date- C .� City of Port Angeles Permit Application JUL 1 lu 2009 Building olvidonlMacwCal Inspections ELECTRICAL Ff J 321 East Fifth Street-P.O,Box 1150 Port Angeles Washington.98382 INSPECTIONS Ph:(300)417-47f7355 Fax: �3360)4174711 , Date: �- �[18 2 Single Family Dwelling. _Multl_Famlly or Commorclal" _Commercial Addition/Alteration/Romodal I Repair* Plan Review My egulred,Please C mplete Electrical Plan Review Information Sheet Job Address: W _ . Building Square Footage,: 2g12 r Description of above jeA c h et) 6,8 Ea p_R C,rc !/1 I I Owner In tion h C ntractot`ot m,atio Name: Name: P /r Mailln Address: Malung gacross-, ' a a City: State: Zip: 1 City J' State. a rip.-17J6a Phone: Fax: Phone: a License#I Exp• _.— License#/Exp. Vnit Chame Total(0ty Multiplied by Unit Charnel $119.90 $ 6erNcelFeeder 200 Amp. $145.50 S SoMcwFoodor 201400 Amp. $204,60 S I SoMce/Feeder 401.600 Amp. $262.20 $ ServlcelFeeder 601-1000 AMD. $372.50 $ SarvietwFooder over 1000 Amp. $ 260 S Branch Circuit WI Sorvico Fooder S 73.50 3 Branch ttrmlt W10 Service,Feodor S 260 S Exn A444lonot 6roncn Circull $ 9270 $ 1 Temp.Service/Feeder 200 Amp. $110.30 $ 1 Tamp.SorvicolFoodor 201.400 Amp. S 148.70 S I Temp.SoMooWoodor401.600Amp. $167.90 $ I Temp..Servioe/Feeder 601-1000 Amp. $ 95,90 $ 1 Portal to Portal Hourly S 8M $ 1 SIBnlOu(llno Ughdng S 95.90 S Signal Circuit)Limited Energy–Commercial.Additional 1500 55.00 $ 63.90 $ 1 Signal ClrculV Llmlloa Enorgy 18 2 Family Dwelling $ 63,90 $ Slgnai CirculltUmlied Energy Mul0 ants lmouing $110.90 $ Manufactured Home Connection $102.30 $ Renewable Electrical Energy 5KVA System or Less $110.30 $ First 1300 Square Ft. $ 3720 S Each Additional 500 Square Ft.or Portion of S 73.50 = 3- Each Oumullding or Dalacnoo Garage $110.30 S Each Swimming Pool or Mol Tub. $ 56.00 $ ThorMSlat S Total Owner as defined 6 RCW.10.28.261. 1 Owner occupy Me ell Kure for Iwo ars after this electrical permit Is fioaozed Owned 1 y !1 pY � ye P RI s retro rad to him an olocpkal contractor if above sold property,It forsalo,rant or lease.Permit orplres after alrmoams or last lnspeclfon. After reading the above statement,I hereby tartly that t am Me o I nor of the above nomad Drogorb ora licensed alot7rleat contractor.I am making the electrical Imebtiaeon or alteration In compliance with the electrical Iowa,N.E.C. RCW.Chapter 19.28,WAC.Chapter 296-408,The City of Port Angeles Municipal Coda,and Utility Spaelneatlon■. Signature of owner,elecildeel contractor or olocttfwt admintetretor © Cash ►, ,��ia o Check Credit Card tt on FI'� e 01.01.2010 I I i TAT d TTLbLTt7092: 01 £1:7662Sb092 OIc119819 S808 W021d 8S 90 0T02-6T-7flf PREPARED 7/01/10 8 32 42 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/01/10 ADDRESS 131 W 13TH ST SUBDIV TENANT NBR EDNA L HAWORTH CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 683 6216 OWNER EDNA L HAWORTH PHONE (360) 683 4633 PARCEL 06 30 00 0 3 7960 0000 APPL NUMBER 10 00000436 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 5/24/10 JLL BLDG POST/COLUMN FTG TIME 09 00 5/24/10 AP May 24 2010 8 29 31 AM 1pangrle GARY 360 460 9454 POST HOLE FOOTINGS MORNING May 24 2010 4 02 00 PM jlierly BL99 01 7/01/10L BLDG FINAL n- July 1 2010 8 28 44 AM 1pangrle NO NAME WAS LEFT 460 9454 BUILDING FINAL POLE BUILDING GARAGE COMMENTS AND NOTES rw.e PREPARED 5/24/10 8 35 18 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/24/10 ADDRESS 131 W 13TH ST SUBDIV TENANT NBR EDNA L HAWORTH CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 683 6216 OWNER EDNA L HAWORTH PHONE (360) 683 6216 PARCEL 06 30 00 0 3 7960 0000 APPL NUMBER 10 00000435 DEMOLITION PERMIT DEMO 00 DEMOLITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL99 01 5/24/10 LL BLDG FINAL TIME 09 00 . 1 May 24 2010 8 24 43 AM 1pangrle GARY 360 460 9454 BUILDING FINAL DEMOLISHED THE DETACHED GARAGE MORNING COMMENTS AND NOTES PREPARED 5/24/10 8 35 18 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/24/10 ADDRESS 131 W 13TH ST SUBDIV TENANT NBR EDNA L HAWORTH CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 683 6216 OWNER EDNA L HAWORTH PHONE (360) 683 6216 PARCEL 06 30 00 0 3 7960 0000 APPL NUMBER 10 00000436 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 5/24/10BLDG POST/COLUMN FTG TIME 09 00 L May 24 2010 8 29 31 AM 1pangrle GARY 360 460 9454 POST HOLE FOOTINGS MORNING COMMENTS AND NOTES CITY OF PORT ANGELES �O y� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION �— 321 EAST 5TH STREET PORT ANGELES WA 95362 Application Number 10 00000436 Date 5/19/10 Application pin number 269084 Property Address 131 W 13TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 7960 0000 Tenant nbr name EDNA L HAWORTH Application type description RES DETACHED GARAGE Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 12000 Application desc 400 SQ FT POLE BUILDING GARAGE Owner Contractor i EDNA L HAWORTH BUILDING BROKERS CONSTRUCTION 131 W 13TH ST 1$362. P 0 BOX 3831 SHeF3F+I WA 98389 SEQUIM WA 98382 Rn �85 (360) 683 4.1" 463'3 (360) 683 6216 Structure Information 000 000 400 SQ FT POLE BUILDING GARAGE Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 400 SF POLE BLDG GARAGE Permit pin number 164749 Permit Fee 235 75 Plan Check Fee 153 24 Issue Date 5/19/10 Valuation 12000 Expiration Date 11/15/10 Qty Unit Charge Per Extension BASE FEE 95 75 10 00 14 0000 THOU BL-2001 25K (14 PER K) 140 00 Special Notes and Comments The Fire Department has reviewed the project application and ` has comments 6 May 6 2010 11 58 33 AM sroberds The proposal will result in the construction of a 400 sq ft pole building/detached garage in the RS 7 zone for total lot coverage of 22$ No land use issues anticipated May 5 2010 10 26 12 AM Brian 417 4708 New structure must maintain 5 feet horizontal clearance or /R 3 1/2 feet vertical clearance from electrical service ( (J conductor Any wiring to new structure will need electrical permits Verify location of building sewer lateral prior to construction Sewer lateral connection is located at main in alley Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due 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 n esume to ive authority to violate or cancel the provisions of any state or local law regulating construction or the performance of const & Date Print Name Signature of C ractor or Authorized Agent Signature of Owner(if owner is builder) T:FormsBuilding 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 INCONSPICUOUS 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 b 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 Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lightin2 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.Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION -� 321 EAST 5TH STREET PORT ANGELES, WA 95362 v Page 2 Application Number 10 00000436 Date 5/19/10 Application pin number 269084 Permit Fee Total 235 75 235 75 00 00 Plan Check Total 153 24 153 24 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 393 49 393 49 00 00 I 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 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 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:FormsBuilding Division/Building Permit BUILDING PERMIT:INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Q Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 c� IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED v POST PERMIT INCONSPICUOUS LOCATION KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings 1 Stemwall 1 0 TLL, 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 V" INSULATION Slab Wall/Floor/Ceiling MECHANICAL. 1 /� Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES GD Footing/Slab Blocking&Hold Downs \(� Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 -7—Ho 0 T.Forms/Building Division/Building Permit " CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 95362 Application Number 10 00000435 Date 5/19/10 Application pin number 208005 Property Address 131 W 13TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 7960 0000 Tenant nbr name EDNA L HAWORTH Application type description DEMOLITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc DEMOLISH THE 540 SQ FT DETACHED GARAGE Owner Contractor EDNA L HAWORTH BUILDING BROKERS CONSTRUCTION 131 W 13TH ST P O BOX 3831 SEQUIM WA 98382 SEQUIM WA 98382 (360) 683 6216 (360) 683 6216 Structure Information 000 000 DEMOLISH THE GARAGE Permit DEMOLITION Additional desc DEMOLISH THE GARAGE Permit pin number 164731 Permit Fee 50 00 Plan Check Fee 00 Issue Date 5/19/10 Valuation 0 Expiration Date 11/15/10 Qty Unit Charge Per Extension BASE FEE 50 00 Special Notes and Comments It is the responsibility of the building owner and/or demolition contractor to contact ORCAA (Olympic Region Clean Air Agency)for demolition permit needs regarding asbestos abatement Olympic Region Clean Air Agency 116 W 8th St Suite 113 �� I Port Angeles WA 98362 (360) 417 1466 or 1 800 422 5623 www ORCAA org The Fire Department has reviewed the project application and has no comments May 5 2010 10 19 15 AM Brian 417 4708 Completed OK If any demolition material is taken to the transfer station an approved Public Works Waste Disposal Application is required prior to taking material to transfer station Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Separate Permits are required for electrical work,SEPA, Shoreline,ESA, utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction 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 es not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction "e, Date Print Name St o Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Fortns/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 INCONSPICUOUS 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 b 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 Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /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.Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION _ 321 EAST STH STREET PORT ANGELES, WA 95362 Page 2 Application Number 10 00000435 Date 5/19/10 Application pin number 208005 Plan Check Total 00 00 00 00 Other Fee Total 4 50 1 4 50 00 00 Grand Total 54 50 54 50 00 00 ii I I I 1 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:FormsBuilding Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 W Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 Zn IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS 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 Bidgs.) PLUMBING Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL. _ Walls Ceiling Vv FRAMING Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION V%3 Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts ^ Rough-In V) Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 C$ Construction R W PW I Engineering 417-4831 Fire 417-4653 �Q Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit O4yORrq,1 BUILDING PERMIT APPLICATION Print in ink Imo►+ CITY OF PORT ANGELES i For City Use Only t , Attn: Building Permit Technician Date Received � = 321 E. Fifth St. Port Angeles, WA 98362 Permit# 10- (360)417-4815 fax(360)417-4711 Date Approved Applicant �Unr� (�� k}Yr, �(,,,�rj k�Y(jp,✓ jhe - (PropertyOwner �nr � J e &I3- 44Co35 Property wner's Address Contractor Phone (9q3- Contractor's Address License# fres Y1 E-mail PROJECT ADDRESS Parcel Number d Lot Zoning - Project Ty &Brief Description: (Residential ❑Multi-family ❑ Commercial ❑ Industrial Check all that apply XNew Construction ❑Addition ❑ Remodel ❑ Repair demolition ❑ Re-roof ❑ House ❑garage ❑other ❑tear off&re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump o wood-burning stove ❑gas fireplace ❑ pellet stove ❑other ❑ Other FloorAreas Exisdi a(sa.ft.) Proposed Isa.ft.) Basement @$ per sq.ft. _$ 1"Floor Floor „\ o Y1 if 410—LB6' nd 3rd Floor Garage 4 Gn Carport Covered Porch Deck Shed Other TOTAL VALUATION $ /Z 0VV I Total footprint of structures sq.ft. T Lot size 2sq. ft. = Lot coverage % Site Coverage=the amount 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 _% Max. height of proposed structures _ft. Occupancy group #of bedrooms Will a lawn sprinkler system be installed? )o Occupant load #of full baths Will a fire sprinkler system be installed? _yam Construction type #of half baths I have read and completed this application and'know it to be true and correct. 1 am authorize o apply for this permit and understand that it is'iny responsibility to determine what permits are required, and to obtain permits prito wo ijes Date -23_10 Print Name ��►� `7 �S c- Signature T:Forms/Building Division/Bldg Permit.doc 4?9 oz 011 IR, Sa j TWNW 411 nl� ow \vor JA -nq 0 Sep -v NP g Pep Alley 20'-0' wdsting to be demolished proposed new 20x20 Foie &� 9a,��� LN 32'-4 1/2' I a 0 � Scale 1 =10' existing home i 50' I W 13th He—owTFi #t��30000339%0 >r„� Y. y� ... ..F,: ��3, � i�.�•:i - - " �sz' n�.��,'���Y.!'nn' e�N' :%��.'Cir ���'��»;.� .-r.>: -�'- ?.k• T-p'f 4•`;130' ,138' ^lf:'�T ,��-;s;-�; - 4-'"�,,t`yn, :++ij•. .-'_aca � �_/ '�:- ' ' .? - .. i`.r�,�q,,_ ,5..,. ,�, ;.,,., _ $5-'' -'Yz''v$2" r7s.,. 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' w.•$C�y't.`>. 'Y Rt r.xr�(, rZ , ,<•.,d-';.; �t� ^i T„fs'h- !n: -=136?^- �aSs �=: -u".�rt. :.� �..�be++,r,"��,h ��s^tf.. �•:. .,� A i,.,, "z' ;�r ` �r�"°,�r =5 S,r ., 3" y t,, > e ,j4 0 �,:`�,'S.,, ... anF9. ✓c 'd''' " :i,'^• ,�:5•.g�' �s '"% ,Hr.' : !„g^' „T ;J^` e"cE�'..' .t, -rr,_,,,., T; .s,"rte Yh ¢~ ,'r�. k +' i,. `'• .''->b'�i*}'y�': .'t+" -i?°* -� `' , Clallam County Assessor& Treasured- Property Details - 59986 EDNA L HAWORTH f Page 1 of 4 Clallam County Assessor & Treasurer Property Search Results > 59986 EDNA L HAWORTH for Year 2010 2011 Property 1 Account Property ID- 59986 Legal Description. LOT 13 BL 379 MAP L6 Geographic ID- 063000037961 0000 Agent Code. Type Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L Land Use Code 11 Open Space: N DFL N Historic Property N Remodel Property, N Multi-Family Redevelopment: N Township Section. Range Location Address: 131 W THIRTEENTH ST Mapsco PORT ANGELES WA 98362 Neighborhood: Cycle 5 Res Map ID' ` / Neighborhood CD- 10955130 ✓r jjy1 Owner Name EDNA L HAWORTH Owner ID- 29576 Mailing Address: 131 W 13TH ST %Ownership- 100 0000000000% PORT ANGELES WA 98362 Exemptions. Taxes and Assessment Due Property Tax Information as of 06/22/21010 Amount Due if Paid on �. First Half Second Half Year Statement ID Taxing Jurisdiction Base Due Base Due Penalty'Interest Base 2010 42866 ST SCH STATE SCHOOL $14460 $14460 $000 $000 $14 2010 42866 CC-GEN COUNTY $7695 $7695 $000 $000 $7 `2010 42866 PORT PORT $1082 $1081 $000 $000 $1 2010 42866 PORT ANG PORT ANGELES $17817 $178 16 $000 $000 $17 2010 42866 SD#121 SCHOOL DISTRICT#121 $18730 $187.29 $000 $000 $1 E 2010 42866 NTH OLY LIB NORTH OLYMPIC LIBRARY $22._36 $2236 $000 $000 $1d 2010 42866 HOSP#2 HOSPITAL#2 $31 56 $31 57 $000 $000 $: I 2010 42866 WSMET PK DIST WILLIAM SHORE MET PARK DIST $1004 $1005 $000 $000 $1 2010 42866 CITY_STORMWATER CITY STORMWATER $3600 $3600 $000 $000 $: 2010 42866 WEED CONTROL WEED CONTROL $082 $081 $0 00 $000 1 2010 42866 TOTAL: $698.62 $698.60 $0.00 $0.00 $6£ 2009 599862008 ST SCH STATE SCHOOL $16485 $16485 $000 $000 $32 2009 599862008 CC-GEN COUNTY � $8342 $8345 $000 $000 $1E 2009 599862008 PORT PORT $11 82 $11-82 $000 $000 $2 2009 599862008 PORT ANG PORT ANGELES $18300 $18300 $000 $000 $3E 2009 599862008 SD#121 SCHOOL DISTRICT#121 $20386 $20386 $000 $000 $4( 2009 599862008 NTH OLY LIB NORTH OLYMPIC LIBRARY $24.24 $24.24 $000 $000 $4 2009 599862008 HOSP#2 HOSPITAL#2 $34.22 $34.21 $000 $000 $E 2009 599862008 CITY STORMWATER CITY STORMWATER $3600 $3600 $000 $000 $7 http.//vpn.clallam.net.8084/propertyaccess/Property.aspx?cid=0&year=2010&prop_id=59 6/22/2010 i I e ;1 Engineering & 'Technical Services Inca Duane Boice P.E. President STRUCTURAL CALCULATIONS I COVER SHEET DATE 04-16-10 PROJECT Building Brokers—20x2Ox8 Chesser PROJECT LOCATION Port Angeles,WA I E.T.S. DESIGNER. Gary Fisher CONTACT Gary Ristick Comments. LOADING WIND LOADING 100 MPH Exp. "C" CODE ASCE 7-05 Note: THE SEAL AFFIXEDi TO THIS PAGE APPLIES TO THE COMPLETE SET OF CALCULATIONS. JPS w SSI�NAL I 271211 469th Ave. PO Box 308,Tea,SD 57064 Phone: (605)498-1290 Fax: (605) 498-1299 www.engtecsrv.com Proiect Name: Building Brokers/20x20x8 Chesser D Project Location: Port Angeles WA Initial Information Building Width (ft)= 20 Wind Exposure= C Building Length (ft)= 20 Wind Speed (mph)= 100 Sidewall Height(ft)= 8 Mean Roof Height(ft)= 9 667 Roof Pitch= 4 1 Roof Angle= 18.435 Roof Height(ft)= 3 333 End Zone Width (ft)= 6 Importance factor(Iw)= 1 Desiqn Loads Horizontal Loads Transverse Direction Height&Exp Adjusted Importance Design Location Load s Adiustment Load (psf)*** Factor Load s End Zone of wall Ptw= 21 36 1.21 2585 1 2585 End Zone of roof** Ptr= -605 1.21 7.32 1 -732 Interior Zone of wall Ptw= 1417 1.21 1715 1 1715 Interior Zone of roof** Ptr= -338 1.21 -409 1 -409 I Horizontal Loads-Longitudinal Direction Height& Exp Adjusted Importance Design Location Load s Adiustment Load (psf)*** Factor Load s End Zone of wall P,w= 1590 1.21 19.24 1 19.24 Interior Zone of wall Pt,= 1050 1.21 12.71 1 12.71 Vertical Loads Transverse Direction* Height& Exp_ Adjusted Importance Design Location Load s Adjustment Load (psf)*** Factor Load s End Zone windward ro Pwr= -1910 1.21 -2311 1 -2311 End Zone leeward roo p,r= -1304 1.21 1578 1 -1578 Interior Zone windwarc Pw,_ -1330 1.21 1609 1 1609 Interior Zone leeward i Rr= -992 I 1.21 12.01 1 12.01 Vertical Loads-Longitudinal Direction Height& Exp Adjusted Importance Design Location Load (pst, Adjustment Load (psf)*** Factor Load sf End Zone windward ro pwr= -1910 1.21 23.11 1 -2311 End Zone leeward root p,r= 1080 1.21 1307 1 1307 Interior Zone windwarc Pw,= 1330 1.21 1609 1 -16.09 Interior Zone leeward i p,,_ -8.40 1.21 1016 1 10.16 * Pressures for roof angles were interpolated from Table 1609 6.2.1(1)2006 IBC **If pressure is less than zero, use zero (footnote c. Table 1609 6.2.1(1)2006 IBC). *** Positive values are inward acting pressure, negative values are outward acting pressure. I I Lateral An Transverse Direction. 1) 25 85 PSF * 6 ft * 4 ft= 620 # 2) 17 15 PSF * 4 ft * 4 ft= 274 # F= 895 # ENTER TOTAL LENGTH OF OPENING IN ENDWALL 1 ; 16— 1FEET 895 = 224 PLF 4 //// ENTER TOTAL LENGTH'OF OPENING IN ENDWALL 2: 4 f FEET 16 = 56 PLF < �-�}� 16 Longitudinal Direction: 1) 19.24 PSF * 6 ft 4 ft = 462 # 2) 19.24 PSF * 1/2 * 12 ft'= 115 # 3) 12.71 PSF * 4 ft * 4 ft = 203 # 4) 12.71 PSF * 4 ft * 2 ft = 102 # 5) 12.71 PSF * 1/2 * 53333 ft2= 34 # Y= 916 # ENTER TOTAL LENGTH OF OPENING IN SIDEWALL 1 0 FEET 916 20 = 46 PLF < ENTER TOTAL LENGTH OF OPENING IN SIDEWALL 2: ! ^ ;0 ��FEET 916 20 = 46 PLF 0114 PO Capacity of 29 gage wall steel: 1)29 gage steel with standard screw pattems: 133 PLF 2)29 gage steel with standard screw pattern plus stitch screws at panel edges: 220 PLF I 20x20x8 Chesser J Seismic Design Category - Conterminous 48 States Latitude = 48 1182 Longitude = -123 4310 MCE MAP VALUES Short Period Map Value - Ss = 124 4% g 1 0 sec Period Map Value - S1 = 52 2% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 124 4% g Soil Factor for Site Class D - Fa = 1 00 Residential Site Value = 2/3 x Fa x Ss = 83 1% g Residential Seismic Design Category = D2 - yDOD 14 S Effective Basic Wind Speed Wind 85 90 100 110 120 130 140 150 170 Zone Area 1 10 6.4 -15.7 71 17.7 8.8 -21.8 10.8 -26.4 12.7 -31.3 15.0 -36.8 17.3 42.7 20.0 -49.0 25.5 1 -62.9 1 20 6.1 -15.4 6.8 -17.2 8.3 -21.2 10.0 -25.7 12.0 30.5 14.0 -35.8 16.2 41.6 18.6 47.7 24.0 -61.3 Roof 1 50 5.4 -14.8 6.2 -16.6 7.6 -20.4 9.2 -24.6 10.9 -29.5 12.8 -34.6 14.9 -40.2 171 4&1 21.9 -59.2 0 7 1 100 5.1 14.4 5.7 -16.1 7.0 -20.0 8.5 -24.1 10.0 -28.7 11.9 33.6 13.8 39.1 15.7 -44.6 20.2 -57.6 degrees 2 10 6.4 -26.4 71 -29.5 8.81 -36.5 10.8 -44.2 12.7 t 52.6 15.0 -61.7 17.3 -71.6 20.0 32.2 25.5 105.5 2 20 6.1 -23.6 6.8 -26.4 8.31 32.7 10.0 1 39.4 12.0 1 -46.9 14.0 55.2 16.2 -64.0 18.6 -73.4 24.0 -94.4 2 50 5.4 19.8 _ 6.2 -22.3 7.5I -27.5 9.2 -33.3 10.9 39.6 12.8 -46.5 14.9 53.8 171 51.8 21,9 -79.5 2 100 5.1 171 5.7 19.1 1 7.01 -23.6 8.5 -28.6 10.0 -34.0 11.9 39.9 13.8 46.2 15.7 -53.1 20.2 .68.2 3 10 6.4 39.7 1 71 -44.5 8.8 -54.9 10.8 -66.6 12.7 -79.1 15.0 -92.9 17.3 107.7 20.0 123.7 255 -158.9 3 20 6.1 -32.9 6.8 -36.9 8.3 45.5 10.0 -55.1 12.0 55.6 14.0 -77.0 16.2 -89.3 18.6 102.5 24.0 131.5 3 50 5.4 -23.8 6.2 -26.7 7.6 -33.0 9.2 40.1 10.9 47.6 12.8 55.9 14.9 -64.7 171 -74.4 21.9 -95.5 3 100 5.1 -171 5.7 -19.1 7.0 -23.6 8.5 -28.6 10.0 34.0 11.9 -39.9 13.8 46.2 15.7 53.1 20.2 58.2 1 10 9,1 -14.4 10.2 -16.1 12.61 -20.0 15.1 -24.1 18.0 -28.7 21.2 33.6 24.6 39.1 28.2 -44.8 36.3 -57.6 1 20 8.2 -14.0 9.3 -15.7 11411 -19.4 13.8 -23.5 16.5 -27.8 19.4 32.7 22.4 38.0 25.8 -43.6 33.0 -56.0 Roof 1 50 7.3 -13.4 8.1 15.1 9.9 18.6 12.1 -22.5 14.4 -26.9 16.8 31.5 19.5 35.5 22.4 41.9 26.8 -53.8 7 27 1 100 6.4 1&1 71 14.6 8.8 -16.0 10.8 -21.9 12.7 -26.0 15.0 30.5 17.3 -35.5 20.0 -40.7 25.5 52.3 degrees 2 10 9.1 -25.0 10.2 -28.1 12.6,' -34.7 15.1 -42.0 16.0 50,0 21.2 -58.6 24.6 56.0 28.2 -78.0 36.3 -100.2 2 20 8.2 23.0 9.3 -25.9 11.4 (!79- 13.8 38.6 16.5 -46.0 19.4 -54.0 22.4 -62.6 25.8 -71.8 33.0 -92.2 2 50 7.3 -20.4 8.1 -22.9 9.9 -26.2 12.1 -34.1 14.4 -40.7 16,8 1 -47.7 19.5 -55.3 22.4 53.5 28.8 -81.6 2 100 6,4 -18.4 71 20.6 8.8 -25.4 tO.B 30.9 12.7 -36.7 15.0 43.1 17.3 49.9 20.0 57.2 25.5 -73.6 3 10 9.1 37.0 10.2 -41.5 12.6 -51.3 15.1 52.1 18.0 -73.8 21,2 -86.6 24.6 -100.6 28.2 115.4 36.3 148.2 3 20 8.2 -34.6 9.3 38.8 119 -47.9 13.8 j 58.0 16.5 59.1 19,4 -811 22.4 -94.0 25.8 107.9 33.0 138.5 3 50 7.3 -31.5 8.1 35.2 9.9I -43.6 12.1 52.6 14.4 -52.7 16.8 -73.6 19.5 -85.3 22.4 -9&0 28.8 -125.8 3 100 6.4 -29.0 71 -32.5 8.8 40.2 10.8 48.6 12.7 58.0 15.0 -68.0 17.3 -78.8 20.0 -90.5 25.5 -116.2 I 1 10 14.4 -15.7 16.1 17.7 20.0 -21.8 24.1 -26.4 28.7 -31.3 33.6 -36.8 39.1 42.7 44.8 49.0 $7.6 -62.9 1 20 14.0 -14.9 15.7 -16.7 19.4' -20.7 23.5 25.0 27.8 -29.8 32,7 35.0 38.0 40.5 43.6 -46.5 56.0 -59.7 Roof 1 50 13.4 -13.9 15.1 15.5 18.6 -19.2 22.5 -23.2 26.9 -27.6 31.5 -32.4 36.5 37.6 41.9 43.2 53.8 -55.4 27 45 1 100 13.1 -13.1 14.6 14.6 18.0 18.0 21.9 -21.9 26.0 -26.0 30.5 -30.5 35.5 35.5 40.7 -40.7 52.3 52.3 degrees 2 10 14.4 18.4 16.1 -20.6 20.0 -25.4 24.1 -30.9 28.7 36.7 33.6 43.1 39.1 49.9 44.8 -57.2 57.6 -73.6 2 20 14.0 17.5 15.7 19.7 19.4 -24.3 Z3.5 -29.4 27.8 -35.1 32.7 411 38.0 47.7 43.6 54.8 56,0 -70.3 2 50 13.4 -16.6 15.1 18.5 7 B.8 22.9 22.5 -27.7 26.9 -32.9 31.5 -38.7 36.5 44.9 1 41.9 51.4 53.8 56.1 2 100 13.1 -15.7 14.6 -17.7 18.0 -21.8 21.9 -26.4 26.0 -37.3 30.5 36.8 35.5 42.7 40.7 -49.0 52.3 £2.9 3 10 14.4 -18.4 16.1 -20.6 20.0 -25.4 24.1 30.9 28.7 -36.7 33.6 43.1 39.1 49.9 44.8 572 57.6 -73.6 3 20 14.0 17.5 15.7 -19.7 19.I4 -24,3 23.5 -29.4 27.8 35.1 32.7 411 38.0 47.7 43.6 -54.8 56.0 -70.3 3 50 13.4 16.6 15.1 -18.5 18.8 -22.9 22.5 -27.7 26.9 32.9 31.5 -38.7 36.5 -44.9 41.9 51.4 53.8 -66.1 3 100 13.1 15.7 14.6 177 18.0 -21.8 21.9 -26.4 26.0 31.3 30.5 -36.8 35.5 42.7 40.7 49.0 52.3 52.9 4 t0 15,7 171 17.7 19.1 21.6 -23.6 26.4 -28.6 31.3 -34,0 36.8 39.9 427 -46.2 t41.6 -457 62.9 58.2 4 20 15.0 -16.3 16.8 18.3 20.8 -22.6 25.2 -27.3 29.9 32.5 35.1 -382 40.8 44.4 60.0 55.5 4 50 14.0 -15.4 15.7 -17.3 19.5 -21.3 23.6 -25.8 28.1 .30.7 32.9 -36.1 38.2 41.9 56.4 51.7 Walt 4 100 13.4 -14.8 15.0 -16.5 16.5 -20.3 22.4 -24,7 26.6 -29.3 31.3 -34.4 36.3 39.9 53.5 -58.8 4 500 11.7 13.1 13.2 -14.6 16.2 -18.0 19.6 41,9 23.4 -26.0 27.5 -30.5 31.8 35.5 36.5 40.7 46.9 -52.3 5 10 15.7 -21.1 17.7 -23.6 21.8 -29.2 26.4 35.2 31.3 42.0 36.8 49.2 42.7 -571 49.0 55.6 62.9 -84.2 5 20 15.0 -19.6 16.8 -22.0 20.6 -27.2 25.2 32.9 29.9 -39.2 35.1 46.0 40.8 53.2 46.8 -60,7 60,0 -78.5 5 50 14.0 17.8 15.7 -20.0 19.a -24.6 23.6 . -29.8 28.1 -35.5 32.9 41.5 382 48.2 43.8 -55.3 56.4 -71.0 5 100 13.4 16.3 15.0 18.3 18.6 -22.6 22.4 -27.3 26.6 -32.5 31.3 38.2 36.3 -44.4 41.6 -50.9 53.5 -65.5 5 500 11.7 -13.1 13.2 -14.6 16.2 -18.0 19.6 -21.9 23.4 -26.0 27.5 30.5 31.8 35.5 36.5 40.7 46.9 52.3 Sidewall Column Design WL 31 PSF 10 = 203 0 PLF Moment= w12/8= 1624 ft-lb DL=F- 107 PSF SL= { 2f�'PSF SL+DL= 35 PSF 10 10 = 3500 # Load Combinations DL+WL D +0 75SL+0.75WL DLI+SL Footings. Soil Bearing Capacity=,' 1500' PSF 20% Increase Allowed per foot of depth below 1 3500 = 17 5 " Diameter Min 2100 8:27 AM 4/16/2010 Building Brokers/20x2Ox8 Chesser 8'Sidewall Columns DL+SL+WL Bending width (b)or(d2) = 4 125 inches (weak axis depth) from depth (d)or(d1)= 5.25 inches (strong axis depth) Figure 3G length (11)or(I„1)= 96 inches (strong axis unsupported length) p9 18 length (IZ) or(11 2)= 24 inches (weak axis unsupported length) 2005 nds Moment(M)= 1624 00 ft*Ib E = 1500000 psi (modulus of elasticity) Actual Bending Stress fb= (6*M)/(b*(d^2))= 1028 433 psi pg 16 2005 nds Theoretical Bending Capacity F'b= Fb CD CM Ct CL CF Cv Cf„C;Cr Cc Cf= 2628 94 psi Stress Ratio= 03912 Fb= 1650 Tables 2005 sup CD= 1.6 duration pg 9 2005 nds CM= 1 moisture pg 53 2005 sup Table 4F Ct= 1 temperature pg 9 2005 nds CL= 0 996 stability pg 15(see below) 2005 nds CF= 1 size pg 50 2005 sup Table 4E Cv= 1 volume pg 34(see below) 2005 nds Cf„= 1 flat use pg 53 2005 sup Table 4F C;= 1 incision pg 27 2005 nds Cr= 1 repetitive member pg 27 2005 nds Cc= 1 curvature pg 34 2005 nds Cf= 1 form pg 15 2005 nds CL and Cv cannot be used at the same time Use the smaller of the two and the larger is= to 1 CL= ((1+(FbE/Fb*))/1 9)-(sgrt(((1+(FbE/Fb*))/1 9)"2)-((FbE/Fb KqE= 1.200 Fb*= 26400 le= 172.230 E'= 15000000 1„to find le= 96 I„/d= Ii1/d1 = 18.285714 RB2= 53.1 (chose higher one) 1u2/d2= 58181818 FbE= 33872.9 Cv= KL*(((21/L)^(1/x))*(((12/d)^(1/x))*(((5 125/b)^(1/x))= 1.222 (if greater than 1 0 use 1 0) KL= 1 (for Glue Lam. Only) L= 8 X= 10 (20 for SYP, 10 for everything else) 1 8:27 AM 4/16/2010 total load live load W= 20300 pif 203.00 P= 0 lbs 0 Deflection 1 = 49 741699 in^4 49 7416992 Allowable(U360)= 0.2667 Allowable(U240)= 0 4000 must be less than allowable Allowable(U180)= 05333 live load only Capacity=(5wL^4)/(384EI)= 0.2507 uniform load 0.25 Capacity=(PL A3)/(48EI)= 0 point load @ midspan 0 w ratio P ratio w ratio P ratio L/360 stress ratio 094 0 (live load floor) 0.94 0 U240 stress ratio 0.63 0 (total load floor live load roof) 0.63 0 U180 stress ratio 047 0 (total load roof) 0.47 0 U120 stress ratio 0.31 0 (total load roof) 0.31 0 L/90 stress ratio 0.24 0 (total load roof) 0.24 0 U600 stress ratio 1 5671358 1 56713585 U480 stress ratio 1.2537087 1.25370868 Deflection= U 383 8:27 AM 4/16/2010 S Building Brokers/20x2Ox8 Chesser 8'Sidewall Columns DL+SL+WL Compression width (b)or(d2)= 4 125 inches (weak axis depth) from depth (d)or(d1)= 5.25 inches (strong axis depth) Figure 3G length (11)= 96 inches (strong axis unsupported length) p9 18 length (12)= 24 inches (weak axis unsupported length) 2005 nds Area= 21 65625 inches2 Force= 35000 Ib E= 1500000 psi (modulus of elasticity) Ke= 1 Effective length (le- 96 inches Effective length (lee 24 inches Actual Compression fc= Force/Area= 161 616 psi stress rat 0 102 Theoretical Compression Capacity F'c= Fc Cp CM Ct CF Ci CP= 1581.285 psi 34244 71 lbs Fc= 1700 Tables 2005 sup Co= 1 duration pg 9 2005 nds CM= 1 moisture pg 53 2005 sup Table 4F Ct= 1 temperature pg 9 2005 nds CF= 1 size pg 25 2005 nds C;= 1 incision pg 27 2005 nds CT= 1 pg 29 2005 nds CP= 09302 pg 19(see below) 2005 nds Cp=((1+(FcE/Fc"`))/2c)-(sgrt(((1+(FcE/Fc"i))/2c)"2)-((FcE/Fc")/c)))= 09302 enter values calculated KBE= 0 822 Fc`= 1700 C= 09 E'= 1500000 le/d = 18.285714 chose the higher between (lel/dl)and (lee/d2) 1e1/d1 = 18.28571429 (used to calculate FcE) le2/d2= 5.818181818 FcE1= 3688 �FcE2= 36424 nding and Axial Compression = 042 (must be <or=to 1 0) 7/p (1`lFc)2+fb/(Fb(1-(fc F.E))) 8:27 AM 4/16/2010 Building Brokers/20x20x8 Chesser .0 8'Sidewall Columns Alternate DL+SL+WL Bending width(b)or(d2)= 55 inches (weak axis depth) from depth (d)or(d1) = 55 inches (strong axis depth) Figure 3G length ()1) or(1u1)= 96 inches (strong axis unsupported length) pg 18 length (12)or(112)= 24 inches (weak axis unsupported length) 2005 nds Moment(M)= 1624 00 ft*Ib E= 1100000 psi (modulus of elasticity) Actual Bending Stress fb= (6*M)/(b*(d^2))= 702.798 psi pg 16 2005 nds Theoretical Bending Capacity F'b= Fb CD CM Ct CL CF Cv Cf,,Ci Cr C,:Cf= 918 9714 psi Stress Ratio= 0'7648 Fb= 575 Tables 2005 sup Co= 16 duration pg 9 2005 nds CM= 1 moisture pg 53 2005 sup Table 4F Ct= 1 temperature pg 9 2005 nds CL= 0 999 stability pg 15(see below) 2005 nds CF= 1 size pg 50 2005 sup Table 4E Cv= 1 volume pg 34 (see below) 2005 nds Cfu= -1 flat use pg 53 2005 sup Table 4F Ci= I incision pg 27 2005 nds Cr= 1 repetitive member pg 27 2005 nds Cc= 1 curvature pg 34 2005 nds Cf= 1 form pg 15 2005 nds CL and Cv cannot be used at the same time. Use the smaller of the two and the larger is=to 1 CL=((1+(FbE/Fb*))/1 9)-(sgrt(((1+(FbE/Fb*))/1 9)"2)-((FbE/Fb*)/0 95)))= 0 999 Kbe= 1200 Fb*= 9200 le= 172.980 E'= 11000000 I„to find le= 96 I„/d 17 454545 Rg2= 31.5 (chose higher one) 1i2/d2= 43636364 FbE= 41970.2 Cv= KL*(((21/L)^(1/x))*(((12/d)^(1/x))*(((5.125/b)^(1/x))= 1 182 (if greater than 10 use 1 0) K,.= 1 (for Glue Lam Only) L= 8 X= 10 (20 for SYP, 10 for everything else) 8.27 AM 4/16/2010 total load live load W= 203.00 plf 203.00 P= 0 lbs 0 Deflection 1 = 76.255208 in^4 76.2552083 Allowable(U360)= 0.2667 Allowable(U240)= 04000 must be less than allowable Allowable(U180)= 0.5333 live load only Capacity=(5wL^4)/(384EI)= 0.2230 uniform load 0.22 Capacity= (PL A3)/(48EI)= 0 point load @ midspan 0 w ratio P ratio w ratio P ratio U360 stress ratio 084 0 (live load floor) 0.84 0 L/240 stress ratio 056 a (total load floor live load roof) 0.56 0 0180 stress ratio 042 Oi (total load roof) 0.42 0 0120 stress ratio 0.28 0 (total load roof) 0.28 0 L/90 stress ratio 0.21 0 (total load roof) 0.21 0 U600 stress ratio 1 3939793 13939793 L/480 stress ratio 1 1151834 1 11518344 Deflection= L/ 430 I 8.27 AM 4/16/2010 /r Building Brokers/20x2Ox8 Chesser 8'Sidewall Columns Alternate DL+SL+WL Compression width (b)or(d2)= 55 inches (weak axis depth) from depth(d)or(d,)= 55 inches (strong axis depth) Figure 3G length (I,)= 96 inches (strong axis unsupported length) pg 18 length (12)= 24 inches (weak axis unsupported length) 2005 nds Area= 30.25 inches2 Force= 35000 Ib E = 1100000 psi (modulus of elasticity) Ke= 1 Effective length (le. 96 inches Effective length (dee 24 inches Actual Compression fc= Force/Area= 115 702 psi stress rat 0.210 VI-0 Theoretical Compression Capacity F'e= Fe Co Ca Ct CF Ci CP= 549 9802 psi 16636.9 lbs Fc= 575 Tables 2005 sup Co= 1 duration pg 9 2005 nds CM= 1 moisture pg 53 2005 sup Table 4F Ct= 1 temperature pg 9 2005 nds CF= 1 size pg 25 2005 nds C;= 1 incision pg 27 2005 nds CT= 1 pg 29 2005 nds CP= 09565 pg 19(see below) 2005 nds Cp= ((1+(FcE/Fc*))/2c)-(sgrt(((1+(FcE/Fc"))/2c)^2)-((FcE/Fc*)/c))) = 09565 enter values calculated KcE= 0 822 Fe`= 575 C= 0.8 E' = 1100000 le/d= 17 454545 chose the higher between(le,/d,)and (1ee/d2) le,/d, = 17 45454545 (used to calculate FcE) 1e2/d2= 4363636364 FcE-= 2968 ��FcE2= 47486 nding and Axial Compression = 084 (must be<or=to 1 0) 1/oA (f./F.')2+ft/(Fti(1-(fc/F.E))) it 8:27 AM 4/16/2010 GIRT Chesser.As 1 WALL GIRT DESIGN. LUMBER TYPE. LUMBER DIMENSION. GIRT SPACING= 32 (in) DF42 2x6e POST SPACING= 10 (ft) Fb= 900 (psi) AREA= 8.25 in^2 DESIGN LOAD= 22.6 (psf) Fv= 180 (psi) Sxx= 7.563 in^3 CH= I E= 16 (psi/10) Upc= 20.8 in^4 *(F flat use&E on edge use) BENDING w= 60.27 (plf) Mmax= 9040 (in-lbs) fb= 1195 (psi) <-actual bending stress LOAD DURATION Cd= 16 SIZE FACTOR Cf= 1.3 <--MSR&SYP= 10 FLAT USE FACTOR Cfu= 100 OTHER SAWN= 1.3 BENDING_ REPETITIVE USE Cr= 1.00 RATIO F'b=Fb(Cd*CL*Cfu*Cr)= 1872 si)< allowable bending stress 0.64 SHEAR V=wL/2= 301 (lbs) SHEAR fv=3*V/2*A= 37 (psi) <-actual shear RATIO Fv'=Fv*Cd*CH= 288 (psi). <-allowable shear 0.13 DEFLECTION' DEFL. delta allowable= L/120= 1.00 (in) RATIO delta maximum= 0 41 (in) (1-span) 0.41 CONNECTION IF GIRTS ARE FLAT ON POSTS USE. 16d Hardened Steel Ringshank Nails 4 per Post/Girt Connection (note:alternate girt slices at posts) IF GIRTS ARE ON EDGE BETWEEN POSTS USE pre-manufactured joist hangers or blocking between gists THEREFORE USE. DF#2 2x6e 32 "O/C 8:27 AM 4/16/2010 PURLIN-Chesser.xls / ROOF PURLIN DESIGN. 1 /9 PURLIN SPACING= 24 (in) PURLIN SPAN= 10 (ft) PITCH RAD DEG COS SIN ROOF DEAD LOAD= 5 (psf) 4 1 0.322 18.4, 0.949 0.316 ROOF SNOW LOAD= 25 (psf) ROOF WIND LOAD= 31.9 (psf) < area without discontinuity LUMBER TYPE. DF#2 PURLIN DIMENSION*- 2x6E.. *(F flat use&E on edge use) Fb= 900 (psi) DIM. AREA SxxIxx Fv= 180 (psi) 2x6E 8.25 7.563 .+-20.8 E= 1.6 . ( si/le6) SNOW LOAD WIND LOAD wt=snow+dead/cos= 505 (pli) wxx=wind+dead/cos= 4.53 (pli) Mxx=wt*cos*L^2/8 = 9081 (in-lbs) Mxx=wxx*L^2/8 = 8147 (in-ibs) fbxx=Mxx/Sxx= 1201 (psi) fbxx=Mxx/Sxx= 1077 (psi) Cd= 115 Cr= 1 15 Cd= 1.60 Cr= 115 Cf= 1.30 Cfu= 1 00 Cf= 1.30 Cfu= 1.00 Fbxx'= 1547 (psi) Fbxx'= 2153 (psi) SNOW BENDING RATIO=fbxx/Fbxx' = 0 78 WIND BENDING RATIO=fbxx/Fbxx'= 0.50 SHEAR Cd= 1 15 CH= 1.333 design load=w= 5 05 (pli) F'v= 275.9 (psi) RATIO urlin end reaction= 303 (lbs) fv= 550 ('si) 0.20 DEFLECTION delta allowable=L/120= 1.00 (in) RATIO design load(pli)= 5.05 delta max.=5wL^4/384EI= 0 41 (in) (I-span) 041 delta max.=wL"4/185EI= 0 17 (in) (2-span) 017 CONNECTION IF PURLINS ARE ON EDGE BETWEEN TRUSSES USE pre-manufactured joist hangers IF PURLINS ARE ON EDGE ON TOP OF TRUSSES USE (1)-60d ringshank nail per truss,overlap purlins ]ft.Min each side of truss and nail purlin splices with(3)-16d nails IF PURLINS ARE FLAT ON TOP OF TRUSSES USE (2)-16d rmgshank nail per truss,use blocking on side of truss for nailing-surface THEREFORE USE. DF#2 2x6E @ 24 "O/C Alley 20'-0" existing to be demolished proposed new 20x20 Y-a" 27'-0 5/8" N 32'-41/211 0 Scale I"= 10' existing home 50' W 13th ,/21t114 /-la.1161 0(,3 0000 3 ?�-% o 13( w /3�- •i {SOA PORT AA1 ! BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES ly •- For City Use Only Attn Building Permit Technician Date Received 2 321 E. Fifth St. Port Angeles WA 98362 Permit# (360)417-4815 fax (360)417-4711 Date Approved Applicant )I1g, / pp VP h�fWyr2 7 ke,,Y Ph n &,g L-(&33 Property Owner 62,I,q Phone - Property Owner's Add i3:74-// Contractor z, �,�� /�/� ,6� Phone 360 — (p$3- 621(0 Contractor's Address QO box 3831 Se gviryi� WN 98-362- License 8382License # �e_o t t A't(r Expires E-mail Bim, lo(�1y �3�ok 1-r�oc yam, t�� PROJECT ADDRESS /3j Parcel Number D 300 o d 3 �T% bo Lot /3 Zoning s— Project Type & Brief Description. Residential ❑ Multi-family ❑ Commercial ❑ Industrial Check all that apply ❑ New Construction ❑Addition 13effy-io 1540 -c.9 TT qomqe ❑ Remodel ❑ Repair jlAth g 6V\, 5 10 " nro'dl Demolition wid y►o-I- R — "a tq ❑ Re-roof ❑ House n garage ❑ other ❑ tear off& re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing(sq. ft.) Proposed(sq. ft.) Basement @ $ _ per sq ft. _ $ 1St Floor 2nd Floor 3rd Floor Garage S`�O Carport Covered Porch Deck Shed Other TOTAL VALUATION $ Total footprint of structures sq ft. T Lot size sq ft. = Lot coverage % Site Coverage = the amount 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 % 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 /have read and completed this application and know it to be true and correct. /am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits pri w ir�g cm ro'ects--- Date-Jr 2-3-10 Print Name /2 s � � Signa e / T Forms/Building Division/Building permit application NOTES Permit# ` �' q35- LP- chlzh� l� i O � o .e. � 3 0 - phonQ mesS -�Or `K,e Confirm —0-bout `�r? heeA `-k Sub mii- a WO,S pl SP© SCco-h 0 0 G aYe -6- LI LO _."N 9;lv- V,#A T Forms/Building Division/Notes : . 126 Fi 135' y, got "k 137 o s + 131 r 125 y 13 136_ / 13a ! �`► : � 136- � �" ` '' '> c AL 135- t 137 - •', 131 126 - 138 z za,� � ,� '� `r •• :� '` Clallam County Assessor& Treasurer - Property Details - 59986 EDNA L HAWORTH f Page 1 of 4 Clallam County Assessor & Treasurer Property Search Results > 59986 EDNA L HAWORTH for Year 2010 2011 Property Account Property ID- 59986 Legal Description. LOT 13 BL 379 MAP L6 Geographic ID- 0630000379600000 Agent Code: Type Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Use Code 11 Open Space- N DFL N Historic Property- N Remodel Property- N Multi-Family Redevelopment: N G Location Address. 131 W THIRTEENTH ST Mapsco PORT ANGELES Neighborhood: Cycle 5 Res Map ID- Neighborhood CD- 10955130 ^_ Owner �y Name. EDNA L HAWORTH _ Owner ID- 29576 Mailing Address. 131 W 13TH ST %Ownership 100 0000000000% PORT ANGELES WA 98362 Exemptions: Taxes and Assessments Due Property Tax Information as of 05/03/2010 Amount Due if Paid on �. First I Second Half Half Statement Base Base Base Amoy Year ID Taxing Jurisdiction Due Due Penalty Interest Paid Due 2010 42866 ST SCH STATE SCHOOL $14460 $14460 $000 $000 $14460 $144 2010 42866 CC-GEN COUNTY $7695 $7695 $0 00 $000 $7695 $76 2010 42866 PORT PORT $1082 $1081 $000 $000 $1082 $10 2010 42866 PORT ANG PORT ANGELES $17817 $17816 $000 $000 $17817 $178 2010 42866 SD#121 SCHOOL DISTRICT#121 $18730 $187.29 $000 $000 $18730 $187 2010 42866 NTH OLY LIB NORTH OLYMPIC LIBRARY $22.36 $22.36 $000 $000 $2236 $22 2010 42866 M HOSP#2 HOSPITAL#2 $31 56 $31 57 $000 $000 $31 56 $31 2010 42866 WSMET PK DIST WILLIAM SHORE MET PARK DIST $1004 $1005 $000 $000 $1004 $10 2010 42866 CITY—STORMWATER CITY STORMWATER $3600 $3600 $000 $000 $3600 $36 2010 42866 WEED—CONTROL WEED CONTROL $082 $081 $000 $000 $082 $0 2010 42866 TOTAL. $698.62 $698.60 $0.00 $0.00 $698.62 $698 2009 599862008 ST SCH STATE SCHOOL $16485 $16485 $000 $000 $32970 $0 2009 599862008 CC-GEN COUNTY $8342 $8345 $000 $000 $16687 $0 2009 599862008 PORT PORT $11 82 $11 82 $000 $000 $2364 $0 2009 599862008 PORT ANG PORT ANGELES $18300 $18300 $000 _$000 $36600 $0 2009 599862008 SD#121 SCHOOL DISTRICT#121 $20386 $20386 $000 $000 $40772 $0 2009 599862008 NTH OLY LIB NORTH OLYMPIC LIBRARY $24.24 $24.24 $000 $000 $4848 $0 2009 599862008 HOSP#2 HOSPITAL#2 $34.22 $34.21 $000 $000 $6843 $0 2009 599862008 CITY—STORMWATER CITY STORMWATER $3600 $3600 $000 $000 $72.00 $0 http.//vpn.clallam.net.8084/propertyaccess/Property.aspx?cid=0&year=2010&prop_id=59986 5/3/2010 PREPARED 12/31/07 9 26 27 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/31/07 ADDRESS 131 W 13TH ST SUBDIV TENANT NBR EDNA HAWORTH CONTRACTOR EVERWARM PHONE (360) 452 3366 OWNER EDNA L HAWORTH PHONE (360) 452 3366 PARCEL 06 30 00 0 3 7960 0000 APPL NUMBER 07 00001343 MECHANICAL APPL PERMIT PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 01 12/27/07 PB MECHANICAL GAS LINE 12/27/07 AP December 26 2007 4 15 30 PM 1pangrle SETH 452 4308 GAS LINE ME99 01 12/27/07 PB MECHANICAL FINAL 12/27/07 DA December 26 2007 4 16 32 PM 1pangrle SETH 452 4308 MECHANICAL FINAL PROPANE TANK, STOVE INSTALL AND CLEARANCES December 27 2007 4 13 19 PM pbarthol RECALL WHEN STOVE IS HOOKED UP ME99 02 12/31/ 7 L MECHANICAL FINAL December 31 2007 8 28 55 AM 1pangrle EDNA 460 2548 MECHANICAL FINAL GAS STOVE COMMENTS AND NOTES PREPARED 12/27/07 10 23 08 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/27/07 ADDRESS 131 W 13TH ST SUBDIV TENANT NBR EDNA HAWORTH CONTRACTOR EVERWARM PHONE (360) 452 3366 OWNER EDNA L HAWORTH PHONE (360) 452 3366 PARCEL 06 30 00 0 3 7960 0000 APPL NUMBER 07 00001343 MECHANICAL APPL PERMIT PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 01 M12/27/07 JL MECHANICAL GAS LINE December 26 2007 4 15 30 PM 1pangrle SETH 452 4308 GAS LINE ME99 01 12/ 7/07 JLL MECHANICAL FINAL December 26 2007 4 16 32 PM 1pangrle SETH 452 4308 MECHANICAL FINAL PROPANE TANK STOVE INSTALL AND CLEARANCES COMMENTS AND NOTES F� CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 07 00001343 Date 11/16/07 Application pin number 968933 Property Address 131 W 13TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 7960 0000 Tenant nbr name EDNA HAWORTH Application type description MECHANICAL APPL PERMIT Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 4000 Owner Contractor EDNA L HAWORTH EVERWARM 131 W 13TH ST 257151 HWY101 SEQUIM WA 98382 PORT ANGELES WA 98362 (360) 452 3366 (360) 452 3366 Permit MECHANICAL PERMIT Additional desc FREESTANDING GAS STOVE Permit pin number 115543 Permit Fee 60 65 Plan Check Fee 00 Issue Date 11/16/07 Valuation 4000 Expiration Date 5/14/08 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 10 6500 ECH ME GAS PIPE 1 TO 5 10 65 Fee summary Charged Paid Credited Due Permit Fee Total 60 65 60 65 00 00 Plan Check Total 00 00 00 00 Grand Total 60 65 60 65 00 00 V O� 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 ature f Contractor or Authorized Agent Signature of Owner(if owner is builder) T Forms/Building Division/Building Permit(10/01/07).wpd BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE 1 INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION- )I FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER AIR SEAL WALLS CEILING Vv FRAMING �e JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION W SLAB WALL/FLOOR/CEILING MECHANICAL n HEAT PUMP/FURNACE/DUCTS GAS LINE _-21,01 P6 WOOD STOVE/PELLET/CHIMNEY FINAL -3 i-o7 DATE PB ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT U's SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO r ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL ���+ LIGHT DEPT ` V J CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT \n PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T Forms/Building Division/Building Permit(10/01/07).wpd c ON VORTq,A, BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only, Attn Building Permit Technician --:. Date Received_ 1 l- (ro`�7 �• 321 E. Fifth St. Port Angeles WA 98362 Permit# 6-1 - 1-341, (360) 417-4815 fax (360) 417-4711 Date Approved Applicant or Agent �,�,,�LO RRAA Phone — Owner E;�:/„� L �-� o r--/-/- Phone Owner's Address ct too- Contractor/Engineer Phone Contractor/Engineer's Address -;�S715'1 o4w,, / o l c1 L�L)� �X� License # p 8,' n1 L. Expires I Og PROJECT ADDRESS -3 / />ez Parcel Number D& 3 oocao X79 D o o ID-0 Lot Zoning Project Type & Brief Description. sidential ❑ Commercial ❑ Multi-family ❑ Industrial Check all that apply ❑ New Construction ❑Addition ❑ Remodel ❑ Repair ❑ Re-roof ❑ Demolition ❑ Sign ❑wall-mounted ❑ projecting ,k1freestanding ❑ awning ❑ other Total sign area sq_ft. Maximum allowed sign area sq ft. ❑ Heat System ❑ Heat pump ❑ wood-burning stove ❑ gas fireplace ❑ pellet stove ❑ other co-s -5y`-p ❑ Other L4bin /2 6 a--6-eVle- Floor Areas Existing (sq. ft.) Proposed(sq. ft.) Basement @ $ per sq ft. _ $ 1 st Floor 2nd Floor 3`d Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ 000 Total footprint of structures sq ft. " Lot size sq ft. = Lot coverage % 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 l 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 to ain permits prior to working on projects ,,, ll Date /I/6-�� Print Name 1-7 dol (�� Signatur / �ed_d_,-, T Forms/Building Division/Bldg Permit Appl.-2006 Code doc CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N° 16104 Port Angeles, Washington----------- --- -` --------•......................1 19 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- mission is hereby granted to do electrical work as listed below. J Address 3 i r ------- --------- Occupancy---- Lr ' .rt-------------------- Owner ------- -----------_------- :� Tenant-------------------------------------------- ---------------------- `j ----- WiringContractor-- -------- _T-----r-----------=-------- --------- By------------------------------------------------------------------ Light Outlets...................................._... Service, volts ----l-- ............................... Type Type of Wiring: Receptacle Outlets No. wires ----------............................. Armored Cable .............................. Dryer, KW.................... Size wires..................................._.. Non-Metallic ................................. Knob & Tube..............................._ Range,KW--._....--------------------------, Main fuse .................--- ................. . Rigid Conduit ............................... Water Heater: Enclosure --------------------------------------- Metallic Tubing KW...... _.._........_ ._.__.......__ Type of wiring: Raceway .........._._......._..........._..... (.J Entrance Cable........_..............._. Heat: KW----_y..............f.In1...... .F.r,.«,..r�G -. Circuits, Light....................................... Motors: size, volts and pha .._ Rigid Conduit ....--_--...... ............ Utility --------_--------...._.................... ................................ Metallic Tubing ._..... Heat ............................................... .... Current transformers: Range ............................................. .......................................................... No. & Size....................................... Water Heater ............................... ........................................................... Ser.No-----------...-------------------------------- Motor _............................................ .. Ser. No............................................. Dryer................................................_ .........................................................- Furnace.............................................. Ser. No.......... TotalLoad............................. Ser. No.................._................ ...... Total ........ i Remarks: v � -----•-------------------------------•---•---------------- -------------------------------------------------------------------------------------------- -----•-- -------------------------------------- ------------ ------.......------------- Permit Fee Tress. Receipt rl $------------------------------------ No---------------_---------- By �� � --------------.,v2-- � NOTICE—Current must not be turned on until Certificate of Inspection has been Issued. If work is to be con- ` cealed 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 ELECTRICAL PERMIT N? 16104 Address ....................-----"------...........................................--------.........__..................................... Date..._.........._.._.............-....................... Owner ................................... ................._........._........................................................... Tenant............_........ ._.__.------....._----------- WiringContractor.......................................................................................................................... By.__...---_-._..............__................................ NOTICF,—Current must not be turned on until Certificate of Inspection has been Issued. If work Leto be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. 1M Olympic Printers, Inc. ELECTRICAL PERMIT �r CITY OF PORT ANGELES 360-417-4735 Application Nl) ler , , , . , 15-00001553 Date 12/14/15 Application pin number . . . 019971 w Property Address . , . . , , 131 W 13TH ST ASSRSSOR PARCEL NUMS5A; D6-sa-oo 0-3-7,960-0000 REPORT SALES TAX Application type description ELECTRICAL ONLY on your excise tax form Subdivision Name , , , . . . Property Use . . . to the City of Port Angeles Property Zoning , . , , . , . R87 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . , 0 Application deco Ductless heat pump ------__ -------------------------------------------------------------------- Owner Contractor EDNA L HAWORTH BLACK DIAMOND ELECTRICAL CONTR 131 W 13TH .ST 502 BLACK DIAMOND RD PORT ANGELES WA 98362 BORT ANGELES WA 98363 (360) 683-4633 (360) 565-1035 ----------------------------------------------------------------------------- Permit . . , , , . ELECTRICAL ALTER RESIDENTIAL Additional desc . . Permit Fee . , . . 63 00 Plan Check. Fee OD Issue Date , . , . 12/14/15 Valuation 0 Expiration Date , , 6./11/16 Qty Emit Charge Per Extension 1.00 63,D000 ECH EL-R- BRANCH CIR WO/ SEP FEED 63,00 --------------------------------------------------------------------------- Fee summary Charged Paid Cradi ted Dui Permit Fee Total 53.00 63.00 OD 00 Plan Check Total .00 04 .00 OD Grand Tota) 63.00 63,00ID 00 00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH-IN , 2 1 FINAL r zzh� COMMENTS: PERMIT WILL EXPIRE SIX(6)MONTHS FROM LAST.INSPECTION Signature of owner or Electrical Contractor X Date: G;IEXCITANGU3UILDING 0 CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street—P.O.Box 11501 Port Angeles Washington,98362 Ph; (360)417-4735 Fax: (360)417-4711 Date: ��"1�— �� 1 &2 Single Family Dwelling *Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: k1 43 71t Building Square Footage: Description of above Owner Information Contractor Information Name: i$,A. ox i 4 Name:_Bc0g—� Mailing Address: i3l W IJ'?* Mailing Address: City: State; Zip: City: State: Zip: Phone: In-4 JOS Fax: Phone: Fax: License#t Exp. License#I Exp Item Unit Charge Qty Total JON Multiplied by Unit Charge) ServicelFoodor 200 Amp. $120.00 $ ServicelFeeder 201-400 Amp. $146.00 $ ServicelFeeder 401-600 Amp $205.00 $ ServicelFeeder 601-1000 Amp. $262.00 $ ServicelFeeder over 1000 Amp. $373.00 $ Branch Circuit VVI Service Feeder $ 5.00 $ �-�- Branch Circuit INIO Service Feeder $ 63.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 75.00 $ Temp,Servicet Feeder 200 Amp, $ 93.00 $ Tamp,ServicelFeeder 201-400 Amp. $110.00 $ Temp.ServicelFeeder 401-600 Amp. $149.00 $ Temp.ServicelFeeder 601-1000 Amp. $168.00 $ Portal to Portal Hourly $ 96.00 $ Signal Circuit)Limited Energy-1 &2 Family Dwelling $ 64.00 $ Manufactured Home Connection $120.00 $ Renewable Electrical Energy-5KVA System or Less $102.00 $ Thermostat $ 56.00 $ Note:$5.00 for each additional T-Stat NEW CONSTRUCTION ONLY: First 1300 Square Ft. $120.00 $ Each Additional 500 Square Ft.or Portion of $ 40.00 $ Each Outbuilding or Detached Garage $ 74,00 $ Each Swimming Pool or Hot Tub $110.00 $ — $ 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 making the electrical installation or alteration in compliance with the electrical laws,N.E,C.,RCW.Chapter 19,28,WAC, Chapter 296-4613,The City of Port Angeles Municipal Code, d Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature ow r,a ctrical contractor or electrical administrator: ❑ Cash ❑ Check Credit Card# T X Dated: ��v//�`� _ 0110112012