Loading...
HomeMy WebLinkAbout224 W 3rd St - BuildingPREPARED 3/04/11 8 12 45 INSPECTION TICKET PAGE 4 t CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/04/11 ADDRESS 224 W 3RD ST SUBDIV CONTRACTOR B B ENTERPRISES PHONE (360) 417 0436 OWNER AUDREY M SCHWARTZ PHONE (360) 452 2559 PARCEL 06 30 00 0 0 7125 0000 APPL NUMBER 11 00000023 MECHANICAL APPL PERMIT PERMIT TYP /SQ ME99 01 ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 3/04/11 MECHANICAL FINAL TIME 01 00 March 1 2011 10 26 21 AM 1pangrle AUDREY 452 2559 MECHANICAL FINAL WOOD BURNING FIREPLACE INSERT AFTERNOON COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc WOOD BURNING INSERT Owner SCFiWARTZ AUDREY M 224 W 3RD STREET PORT ANGELES WA rrCRT GCLEO D (452) 2559 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Date Qty Unit Charge 1 00 Fee summary Permit Fee Total Plan Check Total Grand Total 10 6500 EA T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 98362 MECHANICAL PERMIT WOOD BURNING INSERT 180034 60 65 1/05/11 7/04/11 Per Charged 60 65 00 60 65 11 00000023 817615 224 W 3RD ST 06 30 00 0 0 7125 0000 MECHANICAL APPL PERMIT RESIDENTIAL HIGH DENSITY 4000 Contractor B B ENTERPRISES 520 ROSE ST PORT ANGELES (360) 417 0436 Plan Check Fee Valuation BASE FEE ME STOVE /FIREPLACE /MISC APP Paid Credited 60 65 00 00 00 60 65 00 Print Name Signature of Contractor or Authorized Agent Date 1/05/11 WA 98362 Due Extension 50 00 10 65 00 00 00 00 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. AN 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. lk h/ CO 1-70 n 60 ckif REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 6 Signature of Owner (if owner is builder) 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 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 MANUFACTURED HOMES. Footing Slab Blocking Hold Downs Skirting 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 BUILDING PERMIT INSPECTION RECORD PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. T:Forms /Building Division /Building Permit FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date Accepted by FINAL Date t Accepted by Date Accepted By Applicant Cot To rt 00 c1,r Property Owner 5c h w ar T z Property Owner's Address a- a-ti w 3 Contractor t2 ,-R F,i �efOr, cai Contractor's Address 5,41 Rae s7 Po License )3) E 043 94 Expires PROJECT ADDRESS Parcel Number Proiect Type Brief Description. Check all that apply New Construction Addition Remodel Repair Demolition Re -roof Heat System Other Floor Areas BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Residential House garage other tear off re -roof lay over one layer Heat pump )(wood- burning stove gas fireplace pellet stove other S-e(T Existing (sq. ft.) Proposed (a►. ft.) Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type For City Use Only Date Received f 1/ Permit /1, 623 Date Approved_ Phone t 7 0 Phone ci Po i 7qn ,t-eS 1.t-14 9 8 Phone 9 7 -0 A T e-(e S L -A g S3 1, 2 t E -mail �D "T /9- 14 9e1 Multi- family Lot �536 Zoning Commercial Industrial Basement per sq ft. 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION ®©Q p 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 of bedrooms of full baths of half baths I have read and completed this application and know it to be true 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 wo i! on projects Date Sinn Print Name CO t. To vi 66 d j cir Signature T Forms /Building Division /Building permit application Clallam County Assessor Treasurer Property Details 56139 AUDREY M SCHWAR. Page 1 of 1 Clallam County Assessor Treasurer Property Search Results 56139 AUDREY M SCHWARTZ for Year 2010 2011 Property Account Property ID 56139 Legal Description. LOT 8 BL 71 Geographic ID 0630000071250000 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 Address. 224 W THIRD ST Mapsco PORT ANGELES WA 98362 Neighborhood Cycle 5 Res Map ID 2 Neighborhood CD 10955130 Owner Name AUDREY M SCHWARTZ Owner ID 208313 Mailing Address. 224 W 3RD ST Ownership 100 0000000000% PORT ANGELES WA 98362 -2827 Taxes and Assessment Details Values Taxing Jurisdiction Improvement Building Sketch Property Image Land Roll Value History Deed and Sales History Payout Agreement Website version. 9 0 30 1013 Exemptions: Database last updated on. 1/5/2011 3 47 AM O' citY\ iN)vO 2011 True Automation Inc. All Rights Reserved Privacy Notice http. /vpn.clallam. net: 8084 /propertyaccess /Property.aspx ?cid =0 &year= 2010 &prop_td =56139 1/5/2011 45c t \\oc %0_ 0/1 ro q Go .04 4 Re t O 1( �'P� d e ��end m9 'r wad �Ze re/ 2 5 G �Zec� ns �r �G an ZS -±gm ttbo �ra� 3r aQ5l�2 3r 9g �2 fes v1 a Owner ELECTRICAL PERMIT AND INSPECTION RECORD CITY OF PORT ANGELES 360-417-4735 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation TRAFTON JANICE C 224 W 3RD STREET PORT ANGELES WA PORT ANGELES 45) 4388 Structure Information Construction Type Occupancy Type Other struct info Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date WA 98362 05 00000110 356190 224 W 3RD ST 06 30 00 0 0 7125 0000 RES ADDITION RESIDENTIAL HIGH DENSITY 6000 Contractor BRUCE SHAVER P 0 BOX 3332 SEQUIM (360) 681 4839 000 000 32 SF ADDNT /REMODEL TYPE V NON RATED SINGLE FAM CONGREGATES TOTAL LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS ELECTRICAL ALTER RESIDENTIAL FEES= SERVICE 45856 JEDI ELECTRIC 66 90 3/17/05 Valuation 9/28/05 Plan Check Fee Qty Unit Charge Per Extension 1 00 66 9000 ECH EL -R OR RM 0 200 ALT SRV FDR 66 90 Special Notes and Comments When roof gutters are installed drains will located in dry wells or piped to approved storm drain locations Existing roof cover between garage house must be removed pryer to final inspection The proposal will result in a 32 sq ft addition /remodel for total lot coverage of 30% in the RHD No land use issues are noted Electrical load calculations and elctrical permits are required MAINTAIN CLEARANCES FROM SERVICE WIRES AND METER Other Fees Fee summary Permit Fee Total Plan Check Total Charged STATE SURCHARGE Paid Credited Due Date 10/23/07 WA 98382 29 60 V N 1 00 2042 00 7000 00 32 00 2074 00 1 00 4 50 66 90 66 90 00 00 00 00 00 00 00 0 INSPECTION TYPE DATE RESULTS INSPECTOR DITCH SERVICE ROUGH II\ FINAL ELECTRICAL ELECTRICAL PERMIT AND INSPECTION RECORD CITY OF PORT ANGELES 360 -417 -4735 Application Number Application pin number Other Fee Total Grand Total 4 50 71 40 05 00000110 356190 4 50 71 40 Page 2 Date 10/23/07 0 0 00 00 00 r• INSPECTION EL 1 TRICAL TYPE DATE RESULTS INSPECTOR DITCH SERVICE ROUGH IN FINAL COMMENTS Application Number Pin number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation Owner TRAFTON JANICE C 224 W 3RD STREET PORT ANGELES WA PORT ANGELES 45) 4388 Structure Information Construction Type Occupancy Type Other struct info Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Other Fee Total WA 9 Charged 66 90 00 4 50 COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES. WA 98362 05 00000110 356190 224 W 3RD ST 06 30 00 0 0 7125 0000 RES ADDITION 8362 RESIDENTIAL HIGH DENSITY 6000 Contractor BRUCE SHAVER P 0 BOX 3332 SEQUIM (360) 681 4839 32 SF ADDNT /REMODEL TYPE V NON RATED SINGLE CONGREGATES TOTAL LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS ELECTRICAL ALTER RESIDENTIAL FEES= SERVICE JEDI ELECTRIC 66 90 3/17/05 Valuation 9/27/05 Other Fees STATE SURCHARGE Plan Check Fee 29 60 V N 1 00 2042 00 7000 00 32 00 2074 00 1 00 Qty Unit Charge Per Extension 1 00 66 9000 ECH EL R OR RM 0 200 ALT SRV FDR 66 90 Special Notes and Comments When roof gutters are installed drains will located in dry wells or piped to approved storm drain locations Existing roof cover between garage house must be removed pryer to final inspection The proposal will result in a 32 sq ft addition /remodel for total lot coverage of 30% in the RHD No land use issues are noted Electrical load calculations and elctrical permits are required MAINTAIN CLEARANCES FROM SERVICE WIRES AND METER Paid Credited Due 66 90 00 4 50 00 00 00 Date 4/01/05 WA 98382 4 50 00 00 00 00 0 FINAL CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO CO VER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO DITCH ROUGH-IN COVEk SERVICE GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD 4 w2.IS Iv%I Page 2 Application Number 05 00000110 Date 4/01/05 Pin number 356190 Grand Total 71 40 71 40 00 00 COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 12'I EAST 5TH STREET PORT ANGELES. WA 98362 ELECTRICAL PERMIT INSPECTION RECORD CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVED INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. DITCH GENERAL COMMENTS: KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO I I I ROUGH -IN COVER 3�j.�' of I I SERVICE 1 I. ,O I FINAL IIpal /c9, I1 I I I I I I I I I I I I I COMMENTS PW- 1102.15 146 Application Number Pin number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation Owner TRAFTON JANICE C 224 W 3RD STREET PORT ANGELES WA PORT ANGELES 45) 4388 Structure Information Construction Type Occupancy Type Other struct info Permit Additional desc Permit Fee Issue Date Expiration Date Qty Unit Charge Per 2 00 7 0000 ECH Qty Unit Charge Per construcrdon. 356190 WA 98 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5T11 STREET PORT ANGELES, WA 98362 362 PLUMBING PERMIT Signature of Contractor or Authorized Agent 05 00000110 T\Polreies \1102_15 building permit mnspechon record05.wpd (1/4/2005] 224 W 3RD ST 06 30 00 0 -0 -7125 0000 RES ADDITION RESIDENTIAL HIGH DENSITY 6000 Contractor BRUCE SHAVER P 0 BOX 3332 SEQUIM (360) 681 -4839 32 SF ADDNT /REMODEL TYPE V NON RATED SINGLE FAM CONGREGATES TOTAL LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 61 00 Plan Check Fee 3/01/05 Valuation 8/28/05 BASE FEE PL- EA FIXTURE ON ONE TRAP Permit BUILDING PERMIT RESIDENTIAL Additional desc Permit Fee 148 75 Plan Check Fee Issue Date 3/01/05 Valuation Expiration Date 8/28/05 BASE FEE 4 00 14 0000 THOU BL -2001 25K (14 PER K) Special Notes and Comments When roof gutters are installed drains will located in dry wells or piped to approved storm drain locations Existing roof cover between garage house must be removed pryer to final inspection The proposal will result in a 32 sq ft addition /remodel for total lot coverage of 30% in the RHD No land use issues are noted Electrical load calculations and elctrical permits are r /a/A 1 Date Date 3/01/05 WA 98382 29 60 V N 1 00 2042 00 7000 00 32 00 2074 00 1 00 Fl 3i -11 0 0 0 Extension 47 00 14 00 59 50 6000 Extension 92 75 56 00 S Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume o give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of Signature of Owner (if owner is builder) Date Application Number 05 00000110 Pin number 356190 Special Notes and Comments required MAINTAIN CLEARANCES FROM SERVICE WIRES AND METER Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Date 3/01/05 STATE SURCHARGE 4 50 Charged Paid Credited Due 209 75 209 75 00 00 59 50 59 50 00 00 4 50 4 50 00 00 273 75 273 75 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner Is builder) Date T•\Policies \1102_15 building permit inspection record05.wpd 1/4/2005] 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. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT Il's PARKING/LIGHTING LANDSCAPING FIRE RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R W PW/ ENGINEERING I I I I I I rfiqs-ati I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PLANNING DEPT. 417-4750 I BUILDING 417 -4815 I_ T:\Polwies \1102 15 building permit inspection record05.wpd (1/4/2011 BUILDING PERMIT INSPECTION RECORD SEPA. ESA. SHORELINE- FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL 417-4735 I I LIGHT DEPT 417-4807 I I P CONSTRUCTION E GINEERING W 417 -4653 I I I FIRE DEPT PLANNING I BUILDING IN DEPT DATE ACCEPTED YES NO I I I I I I I I I I I PLANNING USE ONLY Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 0,70/7e r Phone l75 7 /.30 477 l0?0' Owner t P P Phone: Z 5 43gg Address. G'9// 3 City•_T" 21 It°S Zip Q.3& Architect/Engineer c /.45r71/ -1 Applicant or Agent:_,I2 P_ /Fro Phone: Contractor8ri e\...91r, a- ta (l e State License Exp Phone 7 O ;Z343 Address. ,y City PROJECT ADDRESS (e) 'd 5 LEGAL DESCRIPTION Lot: Block: CLALLAM COUNTY PARCEL NUMBER. Credit Card Holder Name: Billing Address: Credit Card Type VISA MC Exp. Date: TYP F WORK. SIZE/VALUATION esidenhal New Constr Re -roof Stove SF /SF 6, 000, 0 0 Multi- family Addition Move 0 Garage SF /SF Commercial I VRemodel Demolition Deck SF /SF Repair Sign Other TOTAL VALUATION BRIEF DESCRIPTION OF THE PROJECT 32 7v 4cs c) ut1 sit- Re. en.4,..\P_ COMMERCIAL/RESIDENTIAL. Occupancy Group. Occupant Load. Construction Type: No of Stories: Lot Size. 7 Existing Sq Ft. 2.0 42_ Proposed Sq. Ft. 'Z TOTAL Sq. Ft. 2d7 Total lot coverage 2 ct (p ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authonzed to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. T 1RVESS\ BLDG forms brochures 12004- Buildingpermit wpd Applican BUILDING PERMIT APPLICATION City. Subdivision. Zip ZONING te: FOR OFFICIAL USE ONLY Date Rec .2_ Oa" rm t# t /(O Date Appi oved Date Issued APPROVALS. PLAN BLDG DPWU FIRE. OTHER. �/D -off /4141 Application Number Pin number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation Owner TRAFTON JANICE C 224 W 3RD STREET PORT ANGELES WA PORT ANGELES (457) 4388 WA 98362 Qty Unit Charge Per T \PLANNING\ FORMS \1102 15 (11/14/2003] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 773487 04 00001099 Date 11/29/04 224 W 3RD ST 06 30 00 0 0 7125 0000 PLUMBING REPAIR RESIDENTIAL HIGH DENSITY 3000 Contractor DAVIDSON PLUMBING 513 OLSON RD SEQUIM (360) 683 -4578 WA 98382 Permit PLUMBING PERMIT Additional desc MOVE W/C TRAP NEW WATER LINE Permit Fee 68 00 Plan Check Fee 00 Issue Date 11/29/04 Valuation 0 Expiration Date 5/29/05 BASE FEE 1 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 1 00 7 0000 ECH PL EA INSTALL WATER PIPE 1 00 7 0000 ECH PL- EA WATER HEATER Fee summary Charged Paid Credited Due Permit Fee Total 68 00 68 00 00 00 Plan Check Total 00 00 00 00 Grand Total 68 00 68 00 00 00 Extension 47 00 7 00 7 00 7 00 Fxprie--w 0I -3 -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 fora period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this applicatior, a d know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whe P' pecified he ein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any stat Or local law Hgulating onstruction or the performance of construction. Signature of Contractor or Authorized Agent Date -ture of Owner (if owner is builder) AA/6y ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION LW PW/ ENGINEERING 417.4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \PLANNING\FORMS11102.15 [11/14/2003) BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: 1 FOOTINGS I F It WALLS I FOUNDATION DRAINAGE/DOWN SPOUTS I I I ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT U ROUGH -IN I I I PLUMBING UNDER FLOOR SLAB I I I ROUGH -IN 164-04 I L� I WATER LINE (METER TO BLDG) I J I I GAS LINE I I I BACK FLOW WATER I I I I AIR SEAL WALLS I I I CEILING I FRAMING JOISTS GIRDERS I I I SHEAR WALL/HOLD DOWNS I I I WALLS ROOF CEILING I I I DRYWALL (INTERIOR BRACED PANEL ONLY) I I I T -BAR I I I INSULATION SLAB I I I WALL FLOOR CEILING I I I MECHANICAL HEAT PUMP I I I GAS LINE I I WOOD STOVE PELLET CHIMNEY I I HOOD /DUCTS I I PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT N's. WATERLINE METER I I I SEWER CONNECTION I I I SANITARY I I I STORM I I I PLANNING DEPT SEPARATE PERMIT N's SEPA PARKING/LIGHTING I I I ESA LANDSCAPING L I I I SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED I I I 1 I I EI�irN O-13 -I ELECTRICAL LIGHT DEPT CONSTRUCTION /LW PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING YES I NO I I I I I I I I I PREPARED 2/09/04 13 39 6 INSPECTION TICKET CITY OF POR ANGELES ADD ESS 224 3RD ST CONTRACTOR DAVIDSON PLUMBING OWNER TRAFTON JANICE C PARCEL 06 30- 00 -0 -0 7125 -0000- APPL NUMBER 04- 00001099 PLUMBING REPAIR PAGE 2 INSPECTOR JAMES L LIERLY DATE 12/09/04 SUBDIV PHONE (360) 683 578 PHONE (457) 4388 PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 12/01/04 JLL PLUMBING FINAL TIME 17 00 12/01/04 DA Do Cr 477 1202 PL2 01 12/ 9/ 4 J L PLUMBING ROUGH-IN I IN TIME 17 dll /)11 17 7 e7 P 111 477 1202 I- COMMENTS AND NOTES To Papec-eiJ I sp $C sop oL1j 14 .,f PREPARED 12/01/04 12 10 51 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/01/04 ADDRESS 224 W 3RD ST SUBDIV CONTRACTOR DAVIDSON PLUMBING PHONE (360) 683 4578 OWNER TRAFTON, JANICE C PHONE (457) 4388 PARCEL 06 30- 00 -0 -0 7125 -0000 APPL NUMBER 04- 00001099 PLUMBING REPAIR PERMIT' PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 12)01/54 /�7 LL PLUMBING FINAL TIME 17 00 Do Cr 47 1202 COMMENTS AND NOTES NA. 10 r:J:l'ORT~ S ,. ~ -- ~<<:~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuatlon 04-00001099 Date .773487 224 W 3RD ST 06-30-00-0-0-7125-0000- PLUMBING REPAIR 11/29/04 RESIDENTIAL HIGH DENSITY 3000 t?xpreeP ~/t81C'7 Owner Contractor TRAFTON, JANICE C 224 W 3RD STREET PORT ANGELES WA PORT ANGELES (457) 4388 WA 98362 DAVIDSON PLUMBING 513 OLSON RD. SEQUIM (360) 683-4578 WA 98382 Permit PLUMBING PERMIT Additional desc MOVE W/C TRAP NEW WATER LINE Permlt Fee 68.00 Plan Check Fee .00 Issue Date 11/29/04 Valuation 0 Expiration Date 5/29/05 Qty Unit Charge Per Extension BASE FEE 47.00 1.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 7.00 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1. 00 7.0000 ECH PL- EA.WATER HEATER 7.00 ~ ~ ')- --- Fee summary Charged Pald Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 68.00 68.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 68.00 68.00 .00 .00 ~ DJ .., P- ~ '-t Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this applicatio I a d know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether pecified he ein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any stat~ r local law r gulating onstruction or the performance of construction. . Signature of Contractor or Authorized Agent Date T.\PLANNING\FORMS\1102 15 [11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS , , . YES NO FOUNDATION: , ", I, - ~ FOOTINGS , . - WALLS . ; FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN r[!J -4-oJ.) j.L WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS I CEILING I FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERJOR BRACED PANEL ONLY) T-BAR INSULATION SLAB I WALL 1 FLOOR 1 CEILING I I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CIDMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s. WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'5 SEPA P ARKINGILIGHTING ESA LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT. 417-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R. W.I PWI CONSTRUCTION - R. W. ENGINEERJNG 417-4807 PW 1 ENGINEERJNG FIRE 417-4653 FIRE DEPT PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102.15 [11/1412003] PREPARED 12/09/04, 13 39 16 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 12/09/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 224 W 3RD ST DAVIDSON PLUMBING TRAFTON, JANICE C 06-30-00-0-0-7125-0000- 04-00001099 PLUMBING REPAIR SUBDIV PHONE PHONE (360) 683-4578 (457) 4388 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL99 01 12/01/04 12/01/04 JLL DA PLUMBING FINAL TIME 17 00 Don Cramer 477-1202 water 11ne ok flnlsh dwv and reca11/J11 PL2 01 ;;:~/f~( J~~ PLUMBING ROUGH-IN TIME 17 00 ~ ~ wl11 477-1202 -------------------------~------------ COMMENTS AND NOTES ------------------------------________ J.u~~ t.~-1- ~jLltt"v\ l>~ \0 pfWCf:er:J Ti2o,J ?,oe- u~Q6VL ~plftc. ~ S1J~JLJ- w( ~ r14-~~t.___ J 9 g f It l) l::> . e. PREPARED 12/01/04, 12.10 51 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY 224 W 3RD ST DAVIDSON PLUMBING TRAFTON, JANICE C 06-30-00-0-0-7125-0000- 04-00001099 PLUMBING REPAIR PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS SUBDIV PHONE PHONE (360) 683-4578 (457) 4388 PAGE DATE 10 12/01/04 :~::_::__~~~~~___~:~~~::::::::S4::~7:::::.::____________________________________ w~ ,.. L , 0-(S- €D\L- I )2,~t 'S ~ ~~~I Ow-v ,fit eJ-/ f , -<,ORT"" lU~~ r-wa 11::-- ~C~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 3/01/05 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Appl~cation description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000110 Date .356190 224 W 3RD ST 06-30-00-0-0-7125-0000- RES ADDITION ~J(P1Rro 7 /t7/{)~ RESIDENTIAL HIGH DENSITY 6000 Owner Contractor TRAFTON, JANICE C 224 W 3RD STREET PORT ANGELES WA PORT ANGELES ( 45) 4388 Structure Information Construction Type Occupancy Type Other struct info WA 98362 BRUCE SHAVER P. O. BOX 3332 SEQUIM (360) 681-4839 WA 98382 32 SF ADDNT/REMODEL TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 29.60 V-N 1. 00 2042.00 7000.00 32.00 2074.00 1. 00 Permit Additional desc Permit Fee Issue Date Expirat~on Date PLUMBING PERMIT 61.00 3/01/05 8/28/05 Plan Check Fee Valuation .00 o Qty Unit Charge Per Extension 47.00 14.00 BASE FEE 2.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP Permit BUILDING PERMIT -RESIDENTIAL Add~tional desc Permit Fee 148.75 Plan Check Fee 59.50 Issue Date 3/01/05 Valuation 6000 Exp~ration Date 8/28/05 Qty Unit Charge Per Extension BASE FEE 92.75 4.00 14.0000 THOU BL-2001-25K (14 PER K) 56.00 ~~ Spec~al Notes and Comments When roof ~utters are installed, drains will located in dry wells or p~ped to approved storm drain locations. Existing roof cover between garage & house must be removed pryer to f~nal ~nspection. The proposal will result in a 32 sq. ft. addition/remodel for total lot coverage of 30% in the RHD. No land use issues are noted. Electrical load calculat~ons and elctr~cal permits are B'" !;' l<j'!:: ~ ,~ ~ :~' '.; '; ...J . ~ ,'" J'! N .-+: t w Pr Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction-authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume 0 give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of constru on. ~ r ~ Signature of Owner (if owner is bUilder) Signature of Contractor or Authorized Agent T'\Pohc.es\II02_15 bUlldmg permIt mspectlon recoTd05.wpd [1/412005] Date , d "OAT~. I>~~ "~ rr 'E!iI ~-- ~,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number . . . . . 05-00000110 pin number . . .356190 Page 2 Date 3/01/05 Spec1al Notes and Comments required. MAINTAIN CLEARANCES FROM SERVICE WIRES AND METER Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 209.75 209.75 .00 .00 Plan Check Total 59.50 59.50 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 273.75 273.75 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of ~onstruction. Date Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) T:\Policies\II02_15 building pennit tnspeC110n record05.wpd [1/412005] 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. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED I YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE I DOWN SPOUTS PIERS POST HOLES (POLE BLDGS ) PLUMBING UNDER FLOOR I SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW I WATER AIR SEAL WALLS CEILING FRAMING JOISTS I GIRDERS SHEAR W ALLlHOLD DOWNS WALLS I ROOF I CEILING DRYWALL(INTEroORBRACEDPANELONL~ T.BAR INSULATION SLAB WALL I FLOOR I CEILING MECHANICAL HEAT PUMP I FURNACE I DUCTS GAS LINE WOOD STOVE I PELLET I CffiMNEY COMMERCIAL HOOD I DUCTS MANUFACTURED HOMES FOOTING I SLAB BLOCKING & HOLD DOWNS SKIRTING 1"",-7-n.c~ I'~ -!l - o,r -v U LL IQ_!)i'~c ,JfI ~.; ffe. ""~ .... -L L ~ -TIq-o." _ ~L 1 PLANNING DEPT. SEPARATE PERMIT #'s PARKINGILIGHTlNG LANDSCAPING SEPA: ESA: SHORELINE' FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE - DATE YES NO COMMERCIAL RESIDENTIAL ELECTroCAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION - R. W 417-4807 PW I ENGINEERING 417-4653 FIRE DEPT 417-4750 PLANNING DEPT. 417-4815 BUILDING CONSTRUCTION R. W.I PWI ENGINEERING FIRE PLANNING DEPT. BUILDING T:\Pohcles\1102_15 bUlldmg penmllnspecllon record05.wpd (11412005] COMMENTS DATE ACCEPTED YES NO Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. Uyou have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 FOR OFFICLA.L USE ONLY Date Rec '2 ~ ,'/- 05 It# 05-110 Dale ApplOved 7-, -z/ 0 Date Issued BUILDING PERMIT - APPLICATION ---- 'J1 (! jItl /If1e ;L ~ I ApphcantorAgent: Ja//jlfe~ / ~;:?Flo;J f /)011 Phone: //57- .LjJf?f' ~77-/c)O/ ml]) Owner: VCl/1 / C e (! . - / Ie f1 F~;1J Phone: If 0" '7 - 4 3 ~ g Address:,1 1'1 ft!. ' ,3hl .; T City: {JeT !l1f p If'') Zip: t('d 30 9- ArchItect/Engmeer: !/a 11 k G I/; (YJJ1 Phone: Contractor8r(ICe~hQper State LIcense #: Exp: Phone: )lw~fj8 Address: CIty: ZIp: PROJECT ADDRESS: ~:J.l/ {U i 3/"# 51- ZONING: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block: SubdIVISIOn: Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYP.$-OF WORK: liYResIdentIal D New Constr. D Re-roof D MultI-family D Aj.chtIon D Move D CommercIal ~emodel D DemohtIon D Reparr D SIgn BRIEF DESCRIPTION OF THE PROJECT. City: Exp. Date: D Stove D Garage D Deck D Qtl1er :3 2. y; A-Jd LA..i SIZEN ALUATlON: SF.@$ /SF.=$b"OOO, 00 SF.@$ /SF.=$ SF. @ $ /SF. = $ TOTAL VALUATION $ ""b- K~ M..~)QJ l COMMERCIALIRESIDENTlAL: Occupancy Group' No. of Stones: L Lot Size. ? IJ()(J EXIStIng Sq. Ft. 2.042.. Total lot coverage Z c:r. it:, % Occupant Load. Construction Type: & Proposed Sq. Ft. SL... = TOTAL Sq. Ft. "2..0 7~ ESAlW etland( s): DYes D No SEP A Checklist requrred? DYes D No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: VALUATION OF CONSTRUCTION' In all cases, a valuation amount must be entered by tIre applicant. Tills figure WIll be revIewed and may be reVIsed by the BUlldmg DIvlSlon to comply WItIr current fee schedules. Contact tIre Perrmt Coordinator at 417 -4815 for assIstance. PLAN CHECK FEE' IF a plan check fee IS due It must be subrmtted at the trme the bmldmg perrmt apphcatIOn and constIuctIOn plans are subrmtted. All other pernllt fees are due at tIre trme of perrmt Issuance EXPIRATION OF PLAN REVIEW: If no perrmt IS Issued WIthm 180 days of the date ofapphcatIOn, the application will expire. The Bmldmg Official can extend the time for actIOn by the apphcant up to 180 days upon wntten request by the apphcant (see SectIon R105.3.2 of the International Bmldmg/ResIdentIal Code, 2003). No apphcatlOn can be extended more than once. I hereby certify that I have read and exammed thiS appllcatlDn and knDw the same tD be true and cDrrect. I am authDnzed tD apply fDr thiS permit and understand that it is my respDnsibility tD determine what permits are required ,nDt the City's, and that I must Dbtain such permits priDr tD work. T\RVESSIBLDG-furm,-b=h"re,~OO4-Bmldmgp~" wpd APPli,an~k'/_ If,~ ~t" c2 -/0 -0 '7 ______________~ -_.._'~~ PREPARED 3/28/05, 13 03 07 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 8 3/28/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 224 W 3RD ST BRUCE SHAVER TRAFTON, JANICE C 06-30-00-0-0-7125-0000- 05-00000110 RES ADDITION SUBDIV PHONE PHONE (360) 681-4839 ( 45) 4388 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 3/01/05 JLL BUILDING FOUNDATION FOOTING 3/01/05 AP Bruce 460-2366 Would l1ke a 1 OOpm 1nspect1on BI2 01 3/02/05 JLL BUILDING FOUNDATION WALL 3/03/05 AP Bruce 460-2366 BAIR 01 ~~2288 5 ~JJLLLL BUILDING AIR SEAL Don 477-1202 BL3 01 BUILDING FRAMING Don 477-1202 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 3/29/05, 13 19 53 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 3/29/05 ------------------------------------------------------------------------------------------------ (360) 681-4839 ( 45) 4388 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 224 W 3RD ST BRUCE SHAVER TRAFTON, JANICE C 06-30-00-0-0-7125-0000- 05-00000110 RES ADDITION SUBDIV PHONE PHONE ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 ------------------------------------------------------------------------------------------------ 3/01/05 JLL 3/01/05 AP 3/02/05 JLL 3/03/05 AP 3/28/05 JLL 3/28/05 AP 3/28/05 JLL 3/28/05 AP BLI 01 4zFr JTif/ -------------------------------------- COMMENTS BI2 01 BAIR 01 BL3 01 BUILDING FOUNDATION FOOTING Bruce 460-2366 Would llke a 1 OOpm lnspectlon BUILDING FOUNDATION WALL Bruce 460-2366 BUILDING AIR SEAL Don 477-1202 BUILDING FRAMING Don 477-1202 BUILDING INSULATION Don 477-1202 AND NOTES ----------------------------__________ PREPARED 3/02/05, 12 24 38 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 10 3/02/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 224 W 3RD ST BRUCE SHAVER TRAFTON, JANICE C 06-30-00-0-0-7125-0000- 05-00000110 RES ADDITION SUBDIV' PHONE PHONE (360) 681-4839 ( 45) 4388 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 3/01/05 JLL 3/01/05 AP ~~ -------------------------------------- COMMENTS AND NOTES --------------------------------______ 01 01 BUILDING FOUNDATION FOOTING Bruce 460-2366 Would llke a 1 OOpm lnspectlon BUILDING FOUNDATION WALL Bruce 460-2366 BI2 PREPARED 3/01/05, 12 33 51 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY " ~~~;~~------;;~-~-;~~-~;---------------------,,,-----~~~~~------------------------------------- CONTRACTOR BRUCE SHAVER PHONE (360) 681-4839 OWNER TRAFTON, JANICE C PHONE (45) 4388 PARCEL 06-30-00-0-0-7125-0000- APPL NUMBER 05-00000110 RES ADDITION PAGE DATE 7 3/01/05 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------~----------------------------------------------------------------------------------- BL1 Af2- -------------------------------------- COMMENTS AND NOTES 01 ~ BUILDING FOUNDATION FOOTING Bruce 460-2366 Would 11ke a 1 OOpm 1nspect1on , Multi-Loaded Beam[ 2003 International BuildmQ Code (01 NDS) 1 Ver 6007 By. Henry W. Gibson, Gibson Deslqn Group on' 01-25-2005 08.39:16 AM Project. TRAFTON KITCHEN AND DECK - Location Beam 1 - Kitchen Roof Summary 3.5 IN x 5.5 IN x 90FT 1#2 - Hem-Fir - Dry Use Section Adequate By 27.0% Controlling Factor: Section Modulus I Depth Required 4 88 In Center Span Deflections' Dead Load' DLD-Center- Live Load: LLD-Center= Total Load' TLD-Center= Center Span Left End Reactions (Support A)' Live Load: LL-Rxn-A= Dead Load DL-Rxn-A= Total Load TL-Rxn-A= Bearlnq Lenqth Required (Beam only, support capacity not checked) BL-A= Center Span Rlqht End Reactions (Support B): Live Load LL-Rxn-B= Dead Load: DL-Rxn-B= Total Load TL-Rxn-B= Bearing Length Required (Beam only, support capacity not checked) BL-B= Beam Data Center Span Lenqth' L2= Center Span Unbraced Lenqth-Top of Beam. Lu2-Top= Center Span Unbraced Length-Bottom of Beam Lu2-Bottom= Live Load Duration Factor Cd= Live Load Deflect Criteria. U Total Load Deflect Criteria U Center Span Loading Uniform Load Live Load: wL-2= 0 PLF Dead Load. wD-2= 0 PLF Beam Self Weight. BSW= 5 PLF Total Load wT-2= 5 PLF Trapezoidal Load 1 Left Live Load TRL-Left-1-2= 125 PLF Left Dead Load TRD-Left-1-2= 75 PLF RIQht Live Load TRL-RiQht-1-2= 25 PLF Rlqht Dead Load TRD-Right-1-2= 15 PLF Load Start. A-1-2= 0.0 FT Load End: B-1-2= 9.0 FT Load Lenqth' C-1-2= 9.0 FT Properties For #2- Hem-Fir Bendinq Stress Fb= 850 PSI Shear Stress Fv= 150 PSI Modulus of ElastiCity E= 1300000 PSI Stress Perpendicular to Grain' Fc_perp= 405 PSI Adjusted Properties Fb' (Tension)' Fb'= 1103 PSI Adjustment Factors Cd=1.00 CI=1.00 Cf=1 30 Fv' Fv'= Adlustment Factors Cd=1 00 Design Requirements ControllinQ Moment. 405 Ft from left support of span 2 (Center Span) Critical moment created by combming all dead loads and live loads on span(s) 2 ControllinQ Shear At a distance d from left support of span 2 (Center Span) Critical shear created by combmmg all dead loads and live loads on span(s) 2 Comparisons With Required Sections Section Modulus (Moment) M= V= Area (Shear) Moment of Inertia (Deflection)' Sreq= S= Areq= A= Ireq= 1= c~ 0.12 IN 0.18 IN = U615 0.29 IN = U370 413 LB 269 LB 681 LB 048 IN 262 LB 179 LB 441 LB 0.31 IN 9.0 FT 2.0 FT 9.0 FT 100 360 240 150 PSI 1276 FT-LB 591 LB 1389 IN3 1765 IN3 591 IN2 1925 IN2 3148 IN4 4853 IN4 I'" z,y.-"> " Multi-Loaded Beam[ 2003 International BUlldinq Code (01 NDS) 1 Ver. 6.00.7 By. Henry W. Gibson, Gibson Deslqn Group on 01-25-2005 08.39:26 AM Proiect: TRAFTON KITCHEN AND DECK - Location' Beam 2 - Kitchen Roof Summary. 35 IN x 7.25 IN x 60FT / #2 - Hem-Fir - Dry Use Section Adequate By 54.6% Controlling Factor Section Modulus / Depth Required 5.83 In Center Span Deflections Dead Load: DLD-Center= Live Load LLD-Center= Total Load: TLD-Center= Center Span Left End Reactions (Support A): Live Load LL-Rxn-A= Dead Load DL-Rxn-A= Total Load' TL-Rxn-A= Beannq LenQth Required (Beam only, support capacity not checked) BL-A= Center Span RIQht End Reactions (Support B) Live Load LL-Rxn-B= Dead Load DL-Rxn-B= Total Load TL-Rxn-B= Bearing Length Required (Beam only, support capacity not checked)' BL-B= Beam Data: Center Span LenQth' L2= Center Span Unbraced LenQth-Top of Beam Lu2-Top= Center Span Unbraced Length-Bottom of Beam' Lu2-Bottom= Live Load Duration Factor: Cd= Live Load Deflect Critena: U Total Load Deflect. Critena: U Center Span Loadmg: Uniform Load. Live Load: wL-2= 0 PLF Dead Load wD-2= 73 PLF Beam Self Weight BSW= 6 PLF Total Load' wT-2= 79 PLF Pomt Load 1 Live Load' PL 1-2= 262 LB Dead Load: PD1-2= 179 LB Location (From left end of span): X1-2= 4.0 FT Point Load 2 Live Load' PL2-2= 368 LB Dead Load PD2-2= 220 LB Location (From left end of span)' X2-2= 40FT Trapezoidal Load 1 Left Live Load TRL-Left-1-2= 50 PLF Left Dead Load, TRD-Left-1-2= 30 PLF Riqht Live Load TRL-Riqht-1-2= 25 PLF RIQht Dead Load' TRD-Right-1-2= 15 PLF Load Start A-1-2= 0.0 FT Load End: B-1-2= 40FT Load LenQth: C-1-2= 4.0 FT Properties For #2- Hem-Fir BendinQ Stress Fb= 850 PSI Shear Stress Fv= 150 PSI Modulus of ElastiCity E= 1300000 PSI Stress Perpendicular to Gram Fc_perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 1102 PSI Adjustment Factors: Cd=1 00 CI=1.00 Cf=1.30 Fv' Fv'= 150 PSI Adjustment Factors: Cd=1.00 Design Requirements ControllinQ Moment 3 96 Ft from left support of span 2 (Center Span) Critical moment created by combmmg all dead loads and live loads on span(s) 2 Controllinq Shear. At a distance d from nqht support of span 2 (Center Span) Cntlcal shear created by combmmg all dead loads and live loads on span(s) 2 Comparisons With Required Sections. Section Modulus (Moment) M= V= Area (Shear) Moment of Inertia (Deflection) Sreq= S= Areq= A= Ireq= 1= 0.04 IN 0.03 IN = U2097 0.07 IN = U1004 316 LB 432 LB 748 LB 0.53 IN 464 LB 529 LB 993 LB 0.70 IN 6.0 FT 2.0 FT 60 FT 1.00 360 240 1821 FT-LB 946 LB 1984 IN3 30.66 IN3 9.46 IN2 2538 IN2 2657 IN4 11115 IN4 Multi-Loaded Beam[ 2003 International Buildlnq Code (01 NDS) 1 Ver' 6 00 7 By Henry W Gibson. Gibson Desiqn Group on 01-25-2005 08:3931 AM Prolect. TRAFTON KITCHEN AND DECK - Location: Beam 3 - Window Header Summary 3.5 IN x 5 5 IN x 4.5 FT 1#2 - Hem-Fir - Dry Use Section Adequate By 51 1% Controlling Factor Section Modulus I Depth Required 4 47 In Center Span Deflections Dead Load' DLD-Center= Live Load: LLD-Center= Total Load TLD-Center= Center Span Left End Reactions (Support A)' Live Load LL-Rxn-A= Dead Load DL-Rxn-A= Total Load TL-Rxn-A= Bearinq Lenqth Required (Beam only. support capacity not checked) BL-A= Center Span RIQht End Reactions (Support B): Live Load LL-Rxn-B= Dead Load DL-Rxn-B= Total Load' TL-Rxn-B= Bearing Length Required (Beam only, support capacity not checked)' BL-B= Beam Data' Center Span Lenqth: L2= Center Span Unbraced LenQth-Top of Beam. Lu2-Top= Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= Live Load Duration Factor' Cd= Live Load Deflect Cntena. U Total Load Deflect Criteria: U Center Span Loading: Uniform Load Live Load wL-2= 50 PLF Dead Load. wD-2= 30 PLF Beam Self Weight BSW= 5 PLF Total Load. wT-2= 85 PLF Point Load 1 Live Load PL 1-2= 342 LB Dead Load PD1-2= 421 LB Location (From left end of span)' X1-2= 2.25 FT Properties For #2- Hem-Fir Bendinq Stress Fb= 850 PSI Shear Stress Fv= 150 PSI Modulus of Elasticity E= 1300000 PSI Stress Perpendicular to Grain. Fc_perp= 405 PSI Adjusted Properties Fb' (Tension); Fb'= 1103 PSI Adjustment Factors Cd=1.00 CI=1.00 Cf=1.30 Fv'; Fv'= Adlustment Factors' Cd=1.00 Design Requirements' ControllinQ Moment 2.25 Ft from left support of span 2 (Center Span) Cntlcal moment created by combining all dead loads and live loads on span(s) 2 ControlllnQ Shear At a distance d from left support of span 2 (Center Span) Cntlcal shear created by combining all dead loads and live loads on span(s) 2 Compansons With Required Sections. Section Modulus (Moment) M= V= Area (Shear) Moment of Inertia (Deflection). Sreq= S= Areq= A= Ireq= 1= 003 IN 003 IN = U2152 005 IN = U1037 283 LB 289 LB 572 LB 0.40 IN 283 LB 289 LB 572 LB 040 IN 4.5 FT 2.0 FT 4.5 FT 1.00 360 240 150 PSI 1073 FT-LB 534 LB 11 68 IN3 1765 IN3 5.34 IN2 19.25 IN2 11 23 IN4 48.53 IN4 r - "'I-I1"F"' Roof Beam[ 2003 International BUlldmQ Code (01 NDS) 1 Ver 6.00 7 Bv' Henry W. Gibson, Gibson DeslQn Group on 01-25-2005 0839.40 AM Prolect. TRAFTON KITCHEN AND DECK - Location Beam 4 - Window Header Summary 1.5 IN x 3 5 IN x 4.5 FT / #2 - Hem-Fir - Dry Use Section Adequate By. 138.4% Controlling Factor Section Modulus / Depth Required 2 49 In Deflections. Dead Load: Live Load Total Load Reactions (Each End). Live Load Dead Load: Total Load Bearing Length Required (Beam only, support capacity not checked) Beam Data Span: Maximum Unbraced Span Pitch Of Roof Live Load Deflect. Criteria: Total Load Deflect Criteria: Roof Loadmq Roof Live Load-Side One' Roof Dead Load-Side One Tributary Width-Side One: Roof Live Load-Side Two. Roof Dead Load-Side Two Tributary Width-Side Two Roof Duration Factor Wall Load Beam Self WelQht Slope/Pitch Adjusted LenQths and Loads Adlusted Beam LenQth Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load. Properties For: #2- Hem-Fir BendinQ Stress Shear Stress' Modulus of Elastlcitv Stress Perpendicular to Gram Adjusted Properties Fb' (Tension) Adjustment Factors' Cd=1.15 CI=0.99 Cf=1.50 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= I BSW= Ladl= wL= wD adl= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv' Fv'= Adlustment Factors Cd=1 15 Design Requirements. Controllinq Moment 2.25 ft from left support Critical moment created by combining all dead and live loads Controllinq Shear. At a distance d from support Critical shear created by combining all dead and live loads Comparisons With ReqUired Sections' Section Modulus (Moment). Area (Shear). Moment of Inertia (Deflection). Sreq= S= Areq= A= Ireq= 1= M= 0.05 IN 0.03 IN = U1631 0.08 IN = U666 56 LB 82 LB 138 LB 023 IN 45 FT 20 FT 0 .12 360 240 250 PSF 15.0 PSF 1 0 FT 00 PSF 00 PSF 00 FT 1 15 20 PLF 1 PLF 4.5 FT 25 PLF 36 PLF 61 PLF 850 PSI 150 PSI 1300000 PSI 405 PSI 1449 PSI 173 PSI 155 FT-LB 121 LB 1.28 IN3 306 IN3 1.06 IN2 525 IN2 1 93 IN4 536 IN4 V= Roof Beam! 2003 International Buildmq Code (01 NOS) 1 Ver' 6 00 7 By. Henry W Gibson, Gibson Deslqn Group on: 01-25-2005 . 08.39.43 AM Project. TRAFTON KITCHEN AND DECK - Location Beam 5 - Door Header Summary 1 5 IN x 3 5 IN x 35FT / #2 - Hem-Fir - Dry Use Section Adequate By 2940% Controlling Factor Section Modulus / Depth ReqUired 1.94 In Deflections Dead Load. Live Load Total Load. Reactions (Each End) Live Load Dead Load: Total Load. Bearing Length Required (Beam only, support capacity not checked) Beam Data' Span' Maximum Unbraced Span' Pitch Of Roof' Live Load Deflect Criteria Total Load Deflect. Criteria Roof Loadin!:1' Roof Live Load-Side One Roof Dead Load-Side One: Tributary Width-Side One: Roof Live Load-Side Two. Roof Dead Load-Side Two Tributary Width-Side Two. Roof Duration Factor: Wall Load Beam Self Welqht. Slope/Pitch Adjusted Lenqths and Loads Adlusted Beam Lenqth' Beam Uniform Live Load Beam Uniform Dead Load: Total Uniform Load. Properties For. #2- Hem-Fir Bendinq Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Gram' Adjusted Properties Fb' (Tension) Adjustment Factors Cd=1.15 CI=O 99 Cf=1.50 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= BSW= Ladi= wL= wD adl= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv" Fv'= Adlustment Factors' Cd=1 15 Design Requirements' Controllinq Moment. 1 75 ft from left support Critical moment created by combining all dead and live loads Controllinq Shear At a distance d from support Critical shear created by combining all dead and live loads Comparisons With Required Sections: Section Modulus (Moment) Area (Shear)' Moment of Inertia (Deflection) Sreq= S= Areq= A= Ireq= 1= M= 0.02 IN 001 IN = U3467 003 IN = U1415 44 LB 63 LB 107 LB 018 IN 3.5 FT 20 FT 0 . 12 360 240 250 PSF 150 PSF 1 0 FT 00 PSF 00 PSF 00 FT 1.15 20 PLF 1 PLF 35 FT 25 PLF 36 PLF 61 PLF 850 PSI 150 PSI 1300000 PSI 405 PSI 1449 PSI 173 PSI 94 FT-LB 90 LB 0.78 IN3 306 IN3 0.78 IN2 525 IN2 091 IN4 536 IN4 V= (- 7Af-O~ I Roqf Beamr 2003 International BUlldlnQ Code (01 NDS) 1 Ver 6 00 7 By Henry W Gibson, Gibson DeslQn Group on: 01-25-2005 08:3947 AM Prolect: TRAFTON KITCHEN AND DECK - Location Beam 6 - Pantry Door Header Summary: 1 5 IN x 3.5 IN x 45FT 1#2 - Hem-Fir - Dry Use Section Adequate By 10.5% Controlling Factor Section Modulus I Depth Required 3 33 In Deflections Dead Load Live Load Total Load: Reactions (Each End) Live Load: Dead Load Total Load Beanng Length Required (Beam only, support capacity not checked)' Beam Data Span: Maximum Unbraced Span: Pitch Of Roof Live Load Deflect Critena. Total Load Deflect Criteria. Roof Loadlnq' Roof Live Load-Side One' Roof Dead Load-Side One Tnbutary Width-Side One' Roof Live Load-Side Two Roof Dead Load-Side Two Tributary Width-Side Two' Roof Duration Factor Wall Load' Beam Self Welqht Slope/Pitch Adjusted Lenqths and Loads: Adlusted Beam Lenqth: Beam Uniform Live Load. Beam Uniform Dead Load: Total Uniform Load' Properties For #2- Hem-Fir BendinQ Stress. Shear Stress Modulus of Elasticity Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension)' Adjustment Factors. Cd=O 90 CI=0.99 Cf=1.50 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= BSW= Ladl= wL= wD adj= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv' Fv'= Adlustment Factors Cd=0.90 Design Requirements. Controlhnq Moment 2 25 ft from left support Critical moment created by dead loads only on all span(s). ControlhnQ Shear: At a distance d from support Critical shear created by dead loads only on all span(s) Compansons With Required Sections Section Modulus (Moment). Area (Shear) Moment of Inertia (Deflection): M= Sreq= S= Areq= A= Ireq= 1= V= 014 IN 000 IN = U54000000 0.14 IN = U393 0 LB 233 LB 233 LB 038 IN 45 FT 20 FT 0 : 12 240 180 0.0 PSF 100 PSF 6.25 FT 00 PSF 100 PSF 20 FT 1 15 20 PLF 1 PLF 4.5 FT 0 PLF 104 PLF 104 PLF 850 PSI 150 PSI 1300000 PSI 405 PSI 1137 PSI 135 PSI 263 FT -LB 205 LB 277 IN3 306 IN3 2.28 IN2 5.25 IN2 245 IN4 5.36 IN4 I - ~()1"" Roof Beam[ 2003 International BUlldinq Code (01 NDS) 1 Ver 6.007 By. Henry W Gibson, Gibson Deslqn Group on 01-25-2005 083950 AM Prolect. TRAFTON KITCHEN AND DECK - Location. Beam 7 - Hall Door Header Summary. 1.5 IN x 3 5 IN x 35FT / #2 - Hem-Fir - Dry Use Section Adequate By 82 6% Controlling Factor. Section Modulus / Depth Required 2 59 In Deflections Dead Load Live Load Total Load Reactions (Each End) Live Load Dead Load Total Load Bearing Length Required (Beam only, support capacity not checked). Beam Data: Span: Maximum Unbraced Span Pitch Of Roof Live Load Deflect Criteria Total Load Deflect. Criteria. Roof Loadinq Roof Live Load-Side One Roof Dead Load-Side One Tributary Width-Side One: Roof Live Load-Side Two Roof Dead Load-Side Two Tributary Width-Side Two. Roof Duration Factor Wall Load Beam Self Welqht. Slope/Pitch Adlusted LenQths and Loads Adlusted Beam LenQth Beam Uniform Live Load: Beam Uniform Dead Load Total Uniform Load: Properties For: #2- Hem-Fir Bendinq Stress. Shear Stress: Modulus of ElastiCity Stress Perpendicular to Grain Adjusted Properties Fb' (Tension). Adjustment Factors Cd=O 90 CI=O 99 Cf=1 50 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= BSW= Ladl= wL= wD adl= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv' Fv'= Adjustment Factors Cd=0.90 Design Requirements: Controllinq Moment 1.75 ft from left support Critical moment created by dead loads only on all span(s) Controllinq Shear: At a distance d from support. Critical shear created by dead loads only on all span(s) Comparisons With Required Sections Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) Sreq= S= Areq= A= Ireq= 1= M= 005 IN 000 IN = U42000000 005 IN = U835 0 LB 182 LB 182 LB 030 IN 35 FT 20 FT 0 .12 240 180 00 PSF 10.0 PSF 625 FT 00 PSF 100 PSF 20 FT 1 15 20 PLF 1 PLF 35 FT 0 PLF 104 PLF 104 PLF 850 PSI 150 PSI 1300000 PSI 405 PSI 1137 PSI 135 PSI 159 FT-LB 153 LB 168 IN3 3.06 IN3 1.70 IN2 525 IN2 1.15 IN4 5.36 IN4 V= ( - '1,'1-' f' Uniformly Loaded Floor Beam! 2003 International BuildinQ Code (01 NDS) 1 Ver' 6 00 7 By. Henry W Gibson, Gibson DesiQn Group on 01-25-2005' 08 39'52 AM Project TRAFTON KITCHEN AND DECK - Location' Beam 8 - Deck Girder Beam Summary. 35 IN x 3.5 IN x 3.75 FT 1#2 - Hem-Fir - Dry Use Section Adequate By' 21.3% Controlling Factor' Section Modulus I Depth Required 3.18 In Deflections Dead Load: Live Load Total Load: Reactions (Each End) Live Load Dead Load. Total Load Bearing Length Required (Beam only, support capacity not checked): Beam Data. Span: Unbraced LenQth-Top of Beam: Live Load Deflect Criteria. Total Load Deflect Criteria Floor LoadinQ Floor Live Load-Side One: Floor Dead Load-Side One: Tributary Width-Side One Floor Live Load-Side Two: Floor Dead Load-Side Two: Tributary Width-Side Two Live Load Duration Factor: Wall Load Beam LoadinQ. Beam Total Live Load. Beam Self WelQht: Beam Total Dead Load: Total Maximum Load Properties For: #2- Hem-Fir BendinQ Stress. Shear Stress Modulus of Elasticity Stress Perpendicular to Grain Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1 00 Cf=1 50 CI=O 80 . DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= wL= BSW= wD= wT= Fb= Fv= E= FCJ)erp= Fb'= Fv': Fv'= Adlustment Factors' Cd=1 00 Design Requirements ControlllnQ Moment. 1.875 ft from left support Critical moment created by combining all dead and live loads. ControlllnQ Shear' 'At a distance d from support Critical shear created by combining all dead and live loads Comparisons With Required Sections' Section Modulus (Moment). Area (Shear): Moment of Inertia (Deflection)' Sreq= S= Areq= A= Ireq= 1= . 0.02 0.06 0.08 423 111 534 038 3.75 00 360 240 600 15.0 1.88 600 150 1.88 1.00 o 850 150 1300000 405 1020 M= IN IN = U692 IN = U548 LB LB LB IN FT FT 226 3 59 285 PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI 150 PSI 501 FT-LB 460 LB 5.89 IN3 7.15 IN3 460 IN2 12.25 IN2 650 IN4 1251 IN4 V= I - 'J..Cf-IJ"" /' , Feet NAVD88 Vertical Datum _ NAD 83/91 Hotlzontal Datum - 215 / /1209 , ""~"." f i'; ended to be used as a eg own use and purposes This map IS nO~/;~the Cavo/Port Angeles for '::.,b,btvo/the Clev This map/drawmg lS pr~'!::aPldraWmg shall not be the respo _ Any other llseoft tx.'st:"":J Koof- Co 1I.e. '" .' s. "f-c:> ~ r-e ,^^,O Ve..c:\.-, (DSITE PLAN WEST THIRD STREET rl 50 ft 1 ,1----, I I I I I 1 I I 1 : I I I I I L ... EXISTING RESIDENCE 1558 sq ft l I I I I I I I --- I I 1 I I EXISTING I GARAGE I 484 sq ft I L_ ALLEY 11'9" APPROX 1 1 1 1 ~ o ~ TRAFTON RESIDENCE 224 W 3RD ST PORT ANGELES WASHINGTON SCALE l' = 20'-0" ~ PROJEG NORTH ELECTRICAL INSPECTION WiRING REPORT 417-4735 P06-1LQ ~ ~~Cl j <.t C ....)-A "'-YT AAmNl W '~ ~ APPROVED NOT APPROVED o ....... . . . . . . . . . . . . . DITCH. . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . ~ CORRECTIONS NEEDED: ~J6;'~_CJ..u2'€T S '-I L~'KE'b~_ l1ll0N\ rL--06gl<...s<g;:1-J.--r:... I~Cl..QS.W -- t-IIT\JR. ~ . G F'c::.. \ -:fl1Z,'D~ c:r K rT:c.t!l~_tL.R~ ~_Qi'- rT'4:;: ~ '1 6':? ' lLca12 kvJi9 \-La~s 1"-1 ALL- ~~Dg:_ f5~.X-G: 5> "BAc.J<. ~ 1C, 1-( -r-~N d2 3,-~ J/ibL~~L / NOTIFY INSPECTOR WHEN CORRECTIONS" ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - C' OLYMPIC PRINTERS, INC. (360) 452-1381 ElECTRICAlINSPECTION--' WIRING REPORT 417-4735 PERMIT it ~- /10 ADDRESS Z-Z<( ~ 3rd s APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0 :'C"'> D. . . . . . . . . . . . . . '. . . . . SERVICE. . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . . 0 CORRECTIONS NEEDED: 0fel " C'<..,q:<; )~ ....--.:. /~~ N127 ~V; ~ ..:n/J 7'- _~~c-_~r ~U..S~.&c.... - NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - , I I I I I I i I I J 'r; PRINTERS. INC. (360) 452-1381 ~-- . ,;i':l Electrical Contractor o Annual Permit 0 Alarm ELECTRICAL WORK PERMIT APPLICA.TION ~ Request Inspection .~ J'" ( o Carnival 0 Commercial /4-' Residential 0 Residential Maint. !J Signs !J Thermostat !J Telecom. Job wired by F Electrical Contractor 0 Owner Electrical contractor name _)fDf ElecTn 'c Purchaser's mailing address d ,.,'} i /-01'5 0 ::JJ '" Citn " State ZIP forT AV\Se.J/!-J ~ qg:~b3 TSZSO:' IJU~bec ~-~~'5b F~~n;be: ,V~}j'lE f~15 7C. Z. Premises owner'Tfme ~ i'\ rc..fro ("\ Address of inspection ~1.-ft..Jesr City Po r, qrf "- I hereby certify that I am the owner of the above named property or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in compliance with the electrical law, Chapter 19.28 RCW. x WALLS Insulation Only CEILING Insulation Only ~Date Approved By ::feY Com 4(J/J ate ~Approved By Dale ~& lc./ Cover ~ Approved By kJJ ~Approved By Electrical Load Additions and or subtractions D NO LOAD CHANGES !J Baseboard. KW o Furnace KW o Heat Pump Ton LAR pl Fan-Wall '3tJ.o KW Installation description a.dc\ e CHelA I Tr RelMoc!C G, c,'rclA./T.5 ,:<e>V;'1 o Cash 0 Check # ~CrcditCard Card # Expiration Date of card THERMOSTAT Dale Approved By DITCH Dale Approved By o Overhead Service !J Tamp Service !J Underground Service Inspection Date Area, Building or Equipment Inspected ./ /Vi c<7~ z.. tt".o ~p j;a/i ~ ' i'9;;V~ f!fl&l _ 5,tr,W'/C4f..., (...- /life 3/17/0 S- /'~LL (J/M'N't:.;'Y (lIisa Mastercard Discover D ,;;, SERVICE ,f #>> ", Approved fly FEEDER Date Approved By Service Information Voltage !JrP'Io Phasejill1 D 3 Service Size: ~oO Feeder Size: Action Taken Electrical Inspector 04 V' OK X Exit Canc.el ,~\.,~ ~e C) ~ of<~'(D, C{j~ . D~ \ ~\ ", b-- '-l\ \.e.0 \)\ J - e., ~r\. (0\ 'f" \ \ \0 \ 0 <6 \6'---~ \--\ \\~ Selection By Inspection - CITY OF PORT ANGELES < .. </'- <'I .J -' Inspection Selection By Inspection Property address: 224 W 3RO 5T ASSESSOR PARCEL NUMBER 06-30-00-0-0-) 125-0000- 00000110 000 3!28!OSAP 05 00000110 000 000 BPR 00 BIZ 0001 JLL 3!02!OSAP 05 00000110 000 OOOBPR 00 ELI OOOlJLL J!Z9/05AP 05 00000110 000 QDOSPR 00 ELI 0001 JLL 3/01/05 AP 05 00000110 000 OOOBPR 00313 0001 JLL 3/28!OSAP 05 00000110 000 000 ELAR ODELl 0001 ACO 3!25!05AP 05 00000110 000 000 ELAR DOELS OOOlACO 3/31/05 DJ>. No 05 00000110 000 000 ELAR GOELS 0002 ACO '1/0I/OSAP DA 05 00000110 000 000 ELAR 00 EL99 0001 ACO 10/24/07 DA 05 00000110 000 000 ELAR 00EL99 0002 ACO 10/25/07 6t-ftp 04 00001099 000 000 PL 00PL2 0001 JLL 12/09/0'lAP 04 00001099 000 000 PL 00 PL99 0001 JLL 12/01/0'1 DA ; ke ::;{-05- //0 (::rrl/ - /0 C(q GUIi11)' d:14 (j), 3rd Ol1ly l;lJ~~i ~. ~d !l(t,!e~ (1)d 93'362 7 3( t J/t ~ ( od ;!3~ ;) 00 /' ~ lJul/dttJf )(?ft. fb5'& ex'~fJd mr b I~ I lamh 111J(J ;et1Y11 ij- the W 012 ;:; do f7 e and ! !hfl/t};f II wd5 ;;;1diJed;;r !fie /enr,i'! . /Jill ;f ;; /lo{ !luse .5c~edll!e ;;;1' !i?1II5("dCk on! 0 P 'I/D '7 Ihtlf; 13. 6V /I!1(j oh : . "1. -\,0 ./ c \ty"~ N\i.0" '~DfI:> :\ D \" . . . e.U \),,\ '~. \'0S~ \P' \"'" . {:;se.- '01:5\'-'" \ J(Y'.' ~(I-\\~ 0ck..- ,l- e Cr c.. --'\V\) Ijef? ' ()..IJS . '7 S. 'Dc., c. ~ rP-- \. \ . \, t;\'( 0,e- ~ J~-ftv/1 100 - 3554 RECEIVED OCT 232007 3'. \~rl"'\ CITY OF pORT ANGELES J) P BUILDING DIVISION cfl