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Home My WebLink About1027 W 14th St - BuildingOp pORta4 a v Application Number Pin number\ Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation Other Fees Fee summary 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 4468 03 00001010 1027 W 14TH ST 06 30 00 0 3 9668 0000 RES NEW SFR RS7 RESDNTL SINGLE FAMILY 67709 Owner Contractor Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be in contrast in color of there background Date 5/07/04 BAMER JEFFERY ROSS STRAIT ARROW CONSTRUCTION 62 DAN KELLY RD 4317 EUCLID ST PORT ANGELES WA 983639604 PORT ANGELES WA 98362 (360) 452 7505 Structure Information 1080 SF SFR W /UNFINSHED 1080SF GARAGE Construction Type TYPE V NON RATED Occupancy Type SINGLE FAM CONGREGATES Other struct info TOTAL LOT COVERAGE 19 20 CONSTRUCTION TYPE V N NUMBER OF STORIES 2 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 7000 00 PROPOSED LOT COVERAGE 1348 00 TOTAL LOT COVERAGE 1348 00 NUMBER OF UNITS 1 00 Permit ELECTRICAL NEW RESIDENTIAL Additional desc 1080 SQ FT SFR Sub Contractor COLEMAN ELECTRIC Permit Fee 70 80 Plan Check Fee 00 Issue Date 5/07/04 Valuation 0 Expiration Date 11/03/04 Qty Unit Charge Per Extension 1 00 70 8000 ECH EL -R SQFT FIRST 1300 70 80 SEWER SYSTEM DELV CHARGE 745 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1025 00 Charged Paid Credited Due Permit Fee Total 70 80 70 80 00 00 Plan Check Total 00 00 00 00 Other Fee Total 1774 50 1774 50 00 00 Grand Total 1845 30 1845 30 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 ELECTRICAL LIGHT DEPT 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 1 NO FOUNDATION- FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -IN PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING 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 GAS LINE WOOD STOVE /PELLET /CHIMNEY HOOD /DUCTS PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO 417 -4735 A- 4//dill:0 LIGHT DE T CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I 1 1 1 FIRE DEPT PLANNING DEPT 417 -4750 I 1 1 1 PLANNING DEPT BUILDING 417 -4815 1 1 1 1 BUILDING f: \PLANNING \FORMS\ 1102.15 [11/14/2003] I I I Application Number Pin number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation Owner Permit Additional desc Permit Fee Issue Date Expiration Date Qty Unit Charge Per Other Fees Fee summary 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 4468 35 30 4/07/04 10/04/04 03 00001010 1027 W 14TH ST 06 30 00 0 3 9668 0000 RES NEW SFR 1 00 35 3000 EC EL -LOW VOLTAGE RS7 RESDNTL SINGLE FAMILY 67709 Contractor ELECTRICAL NEW RESIDENTIAL Valuation Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be in contrast in color of there background SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited Date 4/07/04 GAMER JEFFERY ROSS STRAIT ARROW CONSTRUCTION 62 DAN KELLY RD 4317 EUCLID ST PORT ANGELES WA 983639604 PORT ANGELES WA 98362 (360) 452 7505 Structure Information 1080 SF SFR W /UNFINSHED 1080SF GARAGE Construction Type J TYPE V NON RATED Occupancy Type SINGLE FAM CONGREGATES Other struct info TOTAL LOT COVERAGE 19 20 CONSTRUCTION TYPE V -N NUMBER OF STORIES 2 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 7000 00 PROPOSED LOT COVERAGE 1348 00 TOTAL LOT COVERAGE 1348 00 NUMBER OF UNITS 1 00 Plan Check Fee 00 745 00 4 50 1025 00 Due Permit Fee Total 35 30 35 30 00 00 Plan Check Total 00 00 00 00 Other Fee Total 1774 50 1774 50 00 00 Grand Total 1809 80 1809 80 00 00 0 Extension 35 30 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied 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 constructi n. 1 47-'4/ Signature o fG�ontractor r Authorized Agent Date Signature of Owner (if owner is builder) Date 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 J YES 1 NO I FOUNDATION: I FOOTINGS I I I WALLS I FOUNDATION DRAINAGE/DOWN SPOUTS 1 1 1 ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -IN 1 PLUMBING UNDERFLOOR /SLAB I ROUGH -IN WATER LINE (METER TO BLDG) I GAS LINE 1 1 BACK FLOW WATER I AIR SEAL WALLS 1 1 I CEILING 1 1 I FRAMING JOISTS GIRDERS I I SHEAR WALL/HOLD DOWNS I 1 I WALLS ROOF CEILING 1 1 I DRYWALL (INTERIOR BRACED PANEL ONLY) I T -BAR 1 1 I INSULATION SLAB 1 I I WALL FLOOR CEILING 1 1 MECHANICAL HEAT PUMP 1 1 1 GAS LINE I WOOD STOVE /PELLET /CHIMNEY I 1 HOOD DUCTS I I PW UTILITIES SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE METER 1 I SEWER CONNECTION 1 1 1 SANITARY I 1 I STORM I PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING/LIGHTING 1 1 1 ESA. LANDSCAPING 1 1 I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T\PLANNING\FORMS \1102.15 [11/14/2003) BUILDING PERMIT INSPECTION RECORD ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT 1 PLANNING DEPT I BUILDING 1 1 I I I I 1 1 I tth"Z, CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001010 Date 11/04/03 1027 W 14TH ST 06-30-00-0-3-9668-0000- RES NEW SFR STRAIT ARROW CONSTRUCTION 4317 EUCLID ST PORT ANGELES (360) 452-7505 1080 SF SFR W/UNFINSHED 1080SF GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES NUMBER OF UNITS RS7 RESDNTL SINGLE FAMILY 67709 Owner Contractor RAMER JEFFERY ROSS 62 DAN KELLY RD PORT ANGELES WA 983639604 Structure Information Construction Type Occupancy Type . . . . . Other struct info . . . . Permit Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 793.25 11/04/03 5/03/04 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 18.00 7.0000 THOU BL-50,001-100K (7.00 PER K) Permit Additional desc Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 83.55 Plan Check Fee 11/04/03 Valuation 5/03/04 Qty Unit Charge Per BASE FEE 3.00 7.2500 ECH ME-VENT FAN 1.00 14.8000 ECH ME-INSTALL FLOOR FURNACE Permit Additional desc Permit Fee Issue Date Expiration Date PLUMBING PERMIT 139.00 11/04/03 5/03/04 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 9.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1.00 15.0000 ECH PL- EA. BLDG SEWER 1.00 7.0000 ECH PL- EA.WATER HEATER Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be in contrast in color of there background. Other Fees STATE SURCHARGE WA 98362 1. 00 317.30 67709 ~ ~ "'~ ~ ~ '::i " C j ~ ....... r ~ ~ ~ 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 T \PLANNING\FORMS\] 102 15 [4/2002] Extension 667.25 126.00 .00 o '" -. ~ Extension 47.00 21. 75 14.80 .00 o Extension 47.00 63.00 7.00 15.00 7.00 4.50 Date BillLDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INaSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION' FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATERLIN~:, GAS LINE :... f'~ BACK FL'@fW,J~ ~~R AIR SEAL ~ WALLS "- CEILING , " I I FRAMING ., JOISTS / GIRDERS SHEAR WALL WALLS / ROOFNLING DRYW ALL .. T-BAR ~;.'~ INSULATION "J' Y ..- SLAB '-~ WALL / FLOO~LING I MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102 15 [4/2002] ~ 'PORT ~ lO~ ,. L -=::;.,." ~ "4\1l::~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001162 Date 12/10/03 1027 W 14TH ST 06-30-00-0-3-9668-0000- ELECTRICAL ONLY RS7 RESDNTL SINGLE FAMILY o Owner Contractor BAMER JEFFERY ROSS 62 DAN KELLY RD PORT ANGELES WA 983639604 COLEMAN ELECTRIC P.O. BOX 1326 PORT ANGELES PORT ANGELES (360) 452-7594 WA 98362 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE TEMP. SERVICE COLEMAN ELECTRIC 40.90 Plan Check Fee 12/10/03 Valuation 6/08/04 .00 o ~ ~ ~~ ~ ( Qty Unit Charge Per 1.00 40.9000 ECH EL-TEMP SRV - 0-60 SRV FOR Extension 40.90 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40.90 40.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 40.90 40.90 .00 .00 ~ ~ ~ '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 as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T \PLANNING\FORMSll102 15 [11114/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICALlNSPECTIONS. 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 NO .- FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT. # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS SHEAR W ALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB I WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng DIVIsIOn) SEPARATE PERMIT #'s WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEP A- PARKING/LIGHTING ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 /"1-/9h3 ,fc& ELECTRICAL LIGHT DEPT , , CONSTRUCTION - R. W. CONSTRUCTION R. W 1 PW 1 ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T.\PLANNING\FORMS\1102 15 [11/14/2003] :f pORT ~ !>~O~ ~~ I' 'EiiI 'L ~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001162 Date 12/10/03 1027 W 14TH ST 06-30-00-0-3-9668-0000- ELECTRICAL ONLY RS7 RESDNTL SINGLE FAMILY o Owner Contractor BAMER JEFFERY ROSS 62 DAN KELLY RD PORT ANGELES WA 983639604 COLEMAN ELECTRIC P.O. BOX 1326 PORT ANGELES PORT ANGELES (360) 452-7594 WA 98362 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE TEMP. SERVICE COLEMAN ELECTRIC 40.90 Plan Check Fee 12/10/03 Valuation 6/08/04 .00 o Qty Unit Charge Per 1.00 40.9000 ECH EL-TEMP SRV - 0-60 SRV FDR Extension 40.90 ~ ~ ~ ~ t Fee swmnary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40.90 40.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 40.90 40.90 .00 .00 ~ ~ ) ~ -, Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public Improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, If construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing thiS type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T \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, INSULA TE OR CONCEAL ANY WORK BEFO./ffl INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS / GIRDERS SHEAR W ALLIHOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB I WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIvISIon) SEP ARA TE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM 11f/# ;> r/ Nv4L- PLANNING DEPT SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING ESA. LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 /6~~.~ A-eo ELECTRICAL LIGHT DEPT CONSTRUCTION R W./ PW/ / / CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T'\PLANNING\FORMS\1102 15 [1111412003] lib'?, CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001010 Date 11/04/03 1027 W 14TH ST 06-30-00-0-3-9668-0000- RES NEW SFR RS7 RESDNTL SINGLE FAMILY 67709 Owner Contractor BAMER JEFFERY ROSS 62 DAN KELLY RD PORT ANGELES STRAIT ARROW CONSTRUCTION 4317 EUCLID ST PORT ANGELES (360) 452-7505 1080 SF SFR W/UNFINSHED 1080SF GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES NUMBER OF UNITS WA 983639604 WA 98362 Structure Information Construction Type Occupancy Type . . . . . Other struct info . . . . 1.00 Permit Additional desc Permit Fee Issue Date Expiration Date ~ ~ BUILDING PERMIT -RESIDENTIAL Plan Check Fee Valuation 793.25 11/04/03 5/03/04 317.30 67709 Qty Unit Charge Per Extension 667.25 126.00 BASE FEE 18.00 7.0000 THOU BL-50,001-100K (7.00 PER K) Permit Additional desc Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 83.55 Plan Check Fee 11/04/03 Valuation 5/03/04 .00 o '" -. ~ Qty Unit Charge Per Extension 47.00 21.75 14.80 BASE FEE 3.00 7.2500 ECH ME-VENT FAN 1.00 14.8000 ECH ME-INSTALL FLOOR FURNACE Permit PLUMBING PERMIT Additional desc Permit Fee 139.00 Plan Check Fee .00 Issue Date 11/04/03 Valuation 0 Expiration Date 5/03/04 Qty Unit Charge Per Extension BASE FEE 47.00 9.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 63.00 1.00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1.00 15.0000 ECH PL- EA. BLDG SEWER 15.00 1.00 7.0000 ECH PL- EA.WATER HEATER 7.00 Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be in contrast in color of there background. Other Fees STATE SURCHARGE 4.50 Separate Permits are required forelectncal work, SEPA, Shoreline, ESA, utilities, pnvate 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 atter the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied With whether speCified herein or not. The granting of a permit does not presume to give authonty to Violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date T \PLANNING\FORMS\1102 15 [4/2002] ,,~ ~ ~ ~ -n t j ~ "- r ~ ~ ~ BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION' FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LIN~: GAS LINE ~ r~ BACK FL~..~ '~ER AIR SEAL WALLS ~ CEILING , " I FRAMING ., JOISTS / GIRDERS SHEAR WALL WALLS / ROOFNrLING DRYWALL ... T-BAR ,-1"''''''-' INSULATION '" -- SLAB LJ WALL / FLOO~LING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARA TE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERJNG 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102 15 [4/2002] ~ "ORT ~ l'O~~~ ,. "- 00;::;::;..., ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 03-00001010 Page 2 Date 11/04/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1015.80 1015.80 .00 .00 Plan Check Total 317.30 317.30 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1337.60 1337.60 .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 \PLANNING\FORMS\1102 15 [412002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE lNSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION FOOTINGS ,71 ?z.16~ Rv' WALLS 12 '.1:11 t>~ jLL FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR / SLAB '2-sl~~ J LL..- ROUGH-IN 11J-,-o ~ -' <t.... WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS I~, 00---19H RV CEILING I FRAMING ,,"..,r m · VI. d- 6"-' () -0 II J I J.. ,4..p JOISTS / GIRDERS SHEAR WALL ~-;}.5-0~( .j.L- WALLS / ROOF / CEILING !1-~~-oH -.1. L DRYW ALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING l~-~i-oJ.l .J~L, MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL LIGHT DEPT CONSTRUCTION R W / PW/ CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERJNG FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 q... i J..J --t?-.I .J {,.}... BUILDING T IPLANNINGIFORMSII 102 15 [4/2002] PREPARED 9/10/04, 13 04,07 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 9/10/04 ADDRESS CONTRACTOR OWNER PARCEL _ APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE (360) 452-7505 PHONE _ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 RV BUILDING FOUNDATION FOOTING 11/26/03 AP * OVERRIDE TAKEN BY RVESS DATE 11/26/03 TIME- 08 18-20 foundat1on foot1ng T ony 452-7505 BI2 01 12/05/03 JLL BUILDING FOUNDATION WALL 12/05/03 AP * OVERRIDE TAKEN BY RVESS DATE- 12/05/03 TIME, 12 20,32 Tony 460-0342 BL9 01 2/25/04 RV BUILDING SHEAR WALL 2/25/04 AE Tony Shear wall na111ng approved for cover, except for hold downs at south east corner, hold down locatlon must be ver1f1ed wlth englneerlng cales or by des1gn eng1neer BL3 01 5/10/04 JLL BUILDING FRAMING 5/10/04 AP CLIFFORD 457-7505 BAIR 01 5/20/04 RV BUILDING AIR SEAL 5/20/04 AP JEFF 461-0248 BLI 01 5/27/04 JLL BUILDING INSULATION 5/27/04 AP JEFF 461-0248 BL99 01 9/07/04 JLL BUILDING FINAL TIME 17-00 9/07/04 DA JEFF 461-0248 HOUSE IS LOCKED, CALL BEFORE INSPECTION smoke detectors to be 1nter-connected / prov1de smk detector 1n hall lead1ng to bedrooms and one on lower level room In basement )11 BL99 02 ~~ BUILDING FINAL TIME 17 00 JEFF 461-0248 BASEMENT DOOR OPEN -------------------------------------- COMMENTS AND NOTES -------------------------------------- ... .. f' ^,,-ARED 9/07/04, 12:15.32 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 9/07/04 ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 11/26/03 RV AP DATE 11/26/03 TIME 08 18 20 T BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS foundatlon footlng any 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS Tony 460-0342 BUILDING SHEARWALL Tony Shear wall nal1lng approved for cover, except for hold downs at south east corner, hold down locatlon must be ver,f,ed wlth englneerlng cales or by deslgn englneer 5/10/04 JLL BUILDING FRAMING 5/10/04 AP CLIFFORD 5/20/04 RV BUILDING AIR SEAL 5/20/04 AP JEFF 461-0248 5/27/04 JLL BUILDING INSULATION 5/27/04 AP JEFF 461-0248 BL99 01 ~/ 7/ 4 JLL BUILDING FINAL TIME 17 00 ~ JEFF 461-0248 ~'O HOUSE IS LOCKED, CALL BEFORE INSPECTION ------------------ ---------------- CONTINUED ONTO NEXT PAGE ----------------------------------- 01 12/05/03 12/05/03 JLL AP DATE 12/05/03 TIME 12 20 32 BI2 BL9 01 2/25/04 2/25/04 RV AE BL3 01 457-7505 BAIR 01 BLI 01 PREPARED 9/07/04, 12 15 32 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 9/07/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT DESCRIPTION RESULTS/COMMENTS PL1 01 12/31/03 12/31/03 JLL AP PLUMBING UNDER SLAB TIME 17 00 * OVERRIDE TAKEN BY RVESS DATE. 12/31/03 C11fford call before you go 460-0342 PLUMBING ROUGH-IN TIME 17 00 Jeff 461-0248 PLUMBING FINAL TIME 08 18 30 4/01/04 JLL 4/01/04 AP PL99 01 ~ JLL ~~~. ~~~~~~J~}/~jI'~~ ~~~_ PL2 01 TIME 17 00 COMMENTS AND NOTES -------------------------------------- PREPARED 9/07/04, 12-15 32 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER- 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR INSPECTION TICKET INSPECTOR JAMES L LIERLY PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 MECHANICAL FINAL SUBDIV PHONE PHONE (360) 452-7505 PAGE DATE 2 9/07/04 - ------ CONTINUED ONTO NEXT PAGE ----------------------------------- TIME 17 00 BUILDING DIVISION CITY OF PORT ANGELES * * Correction Notice Job Located at loQfl fA) t4~L, Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~~ ,;)/0 +~ f v~I.I{{ ltJ II T="' I J;:' . ~ ,s.-, ~~ [:Ph';:: ". n &-"c'''(.1g I --FJ rJrwL ~n ~' ~ ,~ W\..~ ~ ()?~c ll. :JS~ & ~ _ c.~~(~ 2 Gk ~,~- e-&c ~{ I,.~arl /iIe"v) 6V~ <;;f.;J/ These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call '-It 7 - LfrrlS for inspection. Date r/7/Ol/ - JLL Inspector for Building Division DO NOT REMOVE THIS TAG I I I PREPARED 5/27/04, 12.23.43 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 5/27/04 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR (360) 452-7505 SUBDIV PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 11/26/03 RV AP BI2 01 12/05/03 12/05/03 JLL AP BL9 01 2/25/04 2/25/04 RV AE BL3 01 JLL AP RV AP BAIR 01 BLI 01 BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS foundatlon footlng ony 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS Tony 460-0342 BUILDING SHEARWALL Tony Shear wall nalllng approved for cover, except for hold downs at south east corner, hold down locatlon must be verlfled wlth englneerlng cales or by deslgn englneer BUILDING FRAMING CLIFFORD BUILDING AIR SEAL JEFF 461-0248 BUILDING INSULATION JEFF 461-0248 DATE. 11/26/03 TIME. 08 18 20 T DATE 12/05/03 TIME 12 20 32 457-7505 Af2- ------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/20/04, 13 08 57 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER INSPECTION TICKET INSPECTOR ROGER VESS PAGE DATE 5 5/20/04 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE (360) 452-7505 PHONE : PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 11/26/03 RV AP BI2 01 12/05/03 12/05/03 JLL AP BL9 01 2/25/04 2/25/04 RV AE BL3 01 5/10/04 5/10/04 5/20/04 4? ~~ / ~ JLL BAIR 01 BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS DATE 11/26/03 TIME 08 18'20 foundat1on foot1ng T any 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS DATE 12/05/03 TIME. 12 20 32 Tony 460-0342 BUILDING SHEARWALL Tony Shear wall na111ng approved for cover, except for hold downs at south east corner, hold down locat1on must be ver1f1ed w1th eng1neer1ng cales or by des1gn eng1neer BUILDING FRAMING CLIFFORD 457-7505 BUILDING AIR SEAL JEFF 461-0248 -------------------------------------- COMMENTS AND NOTES --------------------------------______ PREPARED 5/10/04, 12 35 00 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 5/10/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER: 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLl 01 11/26/03 11/26/03 RV AP DATE 11/26/03 TIME 08.18 20 T BI2 BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS foundatlon footlng ony 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS Tony 460-0342 BUILDING SHEARWALL Tony Shear wall nalllng approved for cover, except for hold downs at south east corner, hold down locatlon must be verlfled wlth englneerlng cales or by deslgn englneer BL3 01 l(~~/r~1' i!:..L.O BUILDING FRAMING ~ ~ CLIFFORD 457-7505 ------------------- ------------------ COMMENTS AND NOTES --------------------------------______ 01 12/05/03 12/05/03 JLL AP DATE 12/05/03 TIME 12'20 32 BL9 01 2/25/04 2/25/04 RV AE PREPARED 4/01/04, 13 15 55 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 4/01/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT DESCRIPTION RESULTS/COMMENTS PL1 01 12/31/03 12/31/03 JLL AP 17 00 DATE 12/31/03 go 460-0342 17 00 TIME 08 18 30 PLUMBING UNDER SLAB TIME * OVERRIDE TAKEN BY RVESS C11fford call before you PL2 01 ~~~~/~;J t.tL~ PLUMBING ROUGH-IN TIME ~ I-j-- Jeff 461-0248 -------------------------------------- COMMENTS AND NOTES ------------------------------________ PREPARED 2/25/04, 12.24 56 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR INSPECTION TICKET INSPECTOR ROGER VESS PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PAGE DATE 2 2/25/04 SUBDIV PHONE PHONE (360) 452-7505 BL1 01 11/26/03 RV BUILDING FOUNDATION FOOTING 11/26/03 AP * OVERRIDE TAKEN BY RVESS DATE. 11/26/03 TIME' 08 18 20 foundatlon footlng T any 452-7505 BI2 01 12/05/03 JLL BUILDING FOUNDATION WALL 12/05/03 AP * OVERRIDE TAKEN BY RVESS DATE. 12/05/03 TIME 12 20 32 Tony 460-0342 BL3 01 2/25/04 RV BUILDING FRAMING TONY )~~ ~a.-{( V.s<. of I'(y (.told COMMENTS AND NOTES -------------------------------------- (/L &;t/u:.; dO W f\ 61( W) ~ ~~ s-~ Sou.,i-L-t 6a,s.'f G6 r-lAeV- PREPARED 12/31/03, 14-01 32 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 12/31/03 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT, PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT DESCRIPTION RESULTS/COMMENTS PL1 01 12/31/03 PLUMBING UNDER SLAB TIME 17 00 * OVERRIDE TAKEN BY RVESS DATE 12/31/03 Cllfford call before you go 460-0342 TIME 08 18 30 Ft -------------------------------------- COMMENTS AND NOTES -----------------------------_________ PREPARED 12/05/03, 12 27 56 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 6 12/05/03 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV' PHONE (360) 452-7505 PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 RV BUILDING FOUNDATION FOOTING 11/26/03 AP * OVERRIDE TAKEN BY RVESS DATE 11/26/03 TIME 08 18 20 foundatlon footlng T ~ ony 452-7505 BI2 01 12/05/03 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS DATE 12/05/03 TIME 12 20 32 Tony 460-0342 -------------------------------------- COMMENTS AND NOTES -----------------------------_________ PREPARED 11/26/03, 12 51 23 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR ROGER VESS PAGE DATE 3 11/26/03 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLl 01 11/26/03 C>~. ~ BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS DATE 11/26/03 foundat1on foot1ng ony 452-7505 TIME: 08 18.20 T -------------------------------------- COMMENTS AND NOTES ---------------------------___________ .r ",s:-kt J? u.l k~v'" red pi" ~ ~v" -k ?c> ~ FiII out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. If you have any questions, call (360) 417-4815 FOR OFFICIAL USE ONLY Date Rec /6 ~/O-(S? Permlt#. lo ID Date Approved /0/11/ fi ~ Date Issued BUILDING PERMIT - APPLICATION J()JtI()~ State License #: 5+ RA I 'ACV }il;Ji< Cf JJ.V_ CIty: Pf4, uJ } f(,h ~/: LEGAL DESCRIPTION: Lot: Ii Block: .39 &; SubdivISIOn: 7P A. CLALLAM COUNTY PARCEL NUMBER: ~ C)b3~'3q k:. 6'8,0Cx::X) ApplIcant or Agent: & (Y\ ~~ R- Owner: ~er Address:;J. (I FOI" Y3ef) Rd ArchItect/Engmeer: L./ Scz.A'Sn1l ~ Contractor S+..... A l -\. Af'~ rK,) Address: 0sJ7 r&cC-!io( ~~~ Phone: L..j h I - 0'2 t..( f!J Phone: City: PA Zip: qR~<o<; Phone: Phone45""..2- '/ ~-d ~- Zip: CfFl3'C05 PROJECT ADDRE& ~~_. /0 'J.? ZONING: Credit Card Holder Name: Billing Address: City: Credit CardType VI~A MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: . ~ResIdentIal :-Ii New Constr. D Re-roof D Stove I Dee::) SF. @ $ 59'. '2.2. /SF. = $ 639.57 60 " D MultI-fanuly [J Addition D Move '1ll Garage~'" "2.~S ' SF. @ $ /900 /SF. = $ 37 ':iz. CO D ConunefClal D Remodel D DemolitIOn 'S Deck ., ,,': SF. @ $ /SF. = $ 0 D Repair Do SIgn D Other .' ,.TOTAI,. YALUATION $ ::]10~ bO BRiEF DESC~P'rION <?F:!ltE PROJECT: A.J-e.:.l.J.:.J ~'.fr~ .lbAOq) 0 ,l..A./ I A~(:.,lt. _ ----.:7 4 ~ . ~..1 Yid 2h e ~ :Deck.. <; COMMERCIAL/RESIDENTIAL: .Occupancy Group: " Occupant Load: ConstructIon Type: -, No. of Stories' -L Lot Size: 7DCt::::;) EXIstmg Sq. Ft. & Proposed Sq. Ft f 348 = TOTAL Sq.Ft. Isl./'A Existmg lot coverage _ % & Proposed lot coverageJ$.!:..% = Total lot coverage / Cf 12. % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): DYes D No SEPA Checklist required? DYes D No Other: BillLDING PERMIT APPLICATION SUBMITTAL: The BUIlding DIVIsIon can provIde you with informatIon on tlIe applIcatIon and plan subrmttal requIrements if you have questIons. 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 tlIe Buildmg Division to comply With current fee schedules. Contact the Pernut Coordmator at 417 -4815 for assIstance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at tlIe tune the bUIldmg pernut application and construction plans are subnutted. All other permit fees are due at tlIe tlme of permit Issuance. EXPIRATION OF PLAN REVIEW: Ifno pernut IS Issued WIthin 180 days of the date of applIcatIon, the application will expire. The BUIlding OffiCIal can extend tlIe tune for actIOn by the applIcant up to 180 days upon wntten request by tlIe applicant (see Section 107.4 of the Uniform BUIlding Code, current edition). 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 authorized 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 obtam such permits prior to work T \FORMS\APPS\BuIldmgpermlt wpd ApplIcant., /l.../ tis f2,PrfvUUl Date: 10 ;,0 J O?, ~7j" I I ~ ~Cj wIH 1 ~ I W tl-c1L- I Ftft1.1I~fi I vYLJi. ~ 3 r " ~ )-- "'" t VVe'Jt l' ()~)--~ / ( (/ ILf I TI StICe-"\- 7>L/ ~ ~ ~- --- _ L_ , / s~ I I a' f I __ J ~ / I ,/ // -- 411e...v (j:)VU(J or~'h G\~k cD 0_ - - -- 1 { , ~, I = 3q0 ~ ~ l' " e ~ ~ C- o ,. Appendix E: SImple Checkllltl & WofUhMta IUZIIG Plans Examiner _ fill out this gaa:tlng MCtion or anac::tl . wtndow 1Chedu" to thIS cheddist Inspector - wrffy window 1'1- lormabon during field inspections, Indude skylights. glass doors and all other glazing on this lann Use rough opening are8 tor c:alaltations. Size Quantity I A.... U-Valu.lManufactur.r I V.rlfled ~''5'' 'IO~' .s~ 3 ~L..\ \ '" Q i ?; L/' Lf' q I , ~" ~, ~ ()L~" ~ . , .- . SC SO " I C. L :J.S ;a .. ;. ;. ~' :f C.A~ 2- I ~ ' (p~ \"2f ,- , " ':1.' ~\ e~~ '- l J. ,z' - " , ~ . , ' I" I~' H~ ".e.,'loot " " . t ~~/: ... , , . , I . ~- >>- ,\." . ~-:.' ' .e:. t. , " " Total glazing ....: Total conditioned ....: t2 ;;;'1. '... /080 II ~- I , Vertfled "" , Percentage glazing: DOORS 'C \~' \ ,.., ' Plans Examiner -list opaque doors by type (soGd cont, i1suIated. etc.). quantity, U-value. .,d manufacturer. Inspector - wrify door intonnation during fiekt Inspection. Type/Quantity U.ValuelManufacturer Verlfted ,:',.rJ 86gnaturt of Building omel.t: 0... of Rn.llnlpectlon: ~'l'l , i ..., / I "t,./ e.53 ,'p ~ ., Appendix E: Sample Checklists & WOrksheets I l_ ~ ~ Attacllnent C Permit No. Plans Examiner and Inspector Checklist Address Plan. Ex_mlMr: In.pec1or: C~, write In NlA. or fill in value on shaded boxes Check off boxes at left as items are found to comply. Compflance Ipprolch: (check one) 0 Systems analysis o Component perfonnanoe o Prescnptive path Not8: Some specifics on this fonn may nol apply if A) compliance approach is systems analysis or component perfonnance; , B) compliance to minimum ventilation aiteria is demonstrated through engineering calculations or perlonnance testing. FOUNDATION PHASE D Slab: A- D D ! Exterior down 10 frostlln8lslab bottom; or Il"IIer1or 24- horlzonlal or vertical; or, If radIant under enUre slab Below grade extenor wall In.ulaUon: R- 1 (If Il"IIenor _ see Insulatton Phase) Radon mlUgaUon: ! . If locally required, or aawtspace venting <1 rv300tt.2 of aaw1, or vents Include an operable damper FRAMING PHASE o FramIng: L..:;\~Standsrd Wlnt8l1'Mdlat8 k~~,~J Advanced o 8td air ....: lOlepVaubIlr; rtn Jst/mud sRI; wfndow & door frms; penetnIUon-wfr8. p1laTlb, dUd, par1IUon studs, flUG, light 'bctlns o Source apectftc exhauat lana: SIZ8 reqtArCHTl8l1t - bath. laundry (SOdm); 1dtd18n (100C:tm) . o WhoI. hOUM exhaust Ian I ~ Intennltlent system has manual & auto controls; Outdoor air supply req. '0( habitable rms or o 'ntag""ed IOrced-.alr ayatem 0 outstde air dUd (wI1h damper) allowing between .35 and .s ACH IBI.ATIJN PHASE J4... A- 'L. I 1 wan InaulaUon (above grade) o R- 1 wan lnaulation (below grade): In1Mtor waD insulation IS( h- <i?CJ J Floor tmIulaUon ~ R- ..s>~ I c.lllng lnaulatlon: including atUc: hatch o ~ 1 Vaufted ce4l1ng InaulaUon o Vapor rwtan:iera: walla, tIoons, 08fI1ng o HMtIng eystem type: I I For~. Bat lIfze, HSPF, and COP I ~,.~. FIW. PHASE o AMon monItor on a"e: wI1h InstrudJons find general 1nf0l'lNlti0n o llMnnoatet: heat range, 55-75; AC range, 7l).8S; boUt, SS-85. Badwp hea1 oontrob preven1 a1mlllaneoua operation of pffmery ,ys. o Sofld fuel appflanoea: glass 0( rnetaJ doont; direct comb. air 8OUn>>. or ... dlL, ~ed, Incirect ~ 'Of l.IlOOnd. .reu o F1np4.cea: 8" c:ombustIon air auppfy dud w/darnpef direct to ftrebox; ugrt ftUlng ~ or IMCaI doora. o DHW heat.ra: NAECA label; Mp8la:t8 p<JWef 0( gas 8hut~; on R-10 pad If ~c and In 1.I'lOOI"d.... or If on ooncrece o Mechanical v.ntflatlon duct. tmIul.ted to~: exhaust duds In U1CXlfldItIoned lIIees1aupply ducta In condIIIoned areaa o R- . 00 . J HV AC duotalplenum lMutdon: ducts In unc:ondttJon4td areu ar. InIuIaled and fotnta are MaJed o PlfMlneulaUon: R-31or hot and ookI WIIt<< piping In lrIOOf1CIUoned.... (If aeMoe CK redrculadng,... Table 6-12) o Oround cov.r: 8 ml bead( potyethylenalapproved equal '-PPed 12" 8l Jolnta and eX1endJng to lOU'ldaUon wall E-62 With With G "d c!I'7 G NFRC Tested U-Factors for Vinyl Windows - NW I \}: ~ v:J rf\ oJ'.. Aluminum Spacer - Rectangular V \P t t> \ v.- or out n B ~ I I w_~ is. ~ jAAMA CLIlIWW-B(2) S11UJCTURAL Window Window DefiwhU-Value a.JlI(]A a.RIHAKDLOW~) a.RISOFTLOW-E(4) Cl.RlllHATMIRROR HEAT MIIUlOIl RA1lNG Mtrl Series Type Clear Low-E AllOON ARGON AROON ARGON ARGON VIS2 5120 Classic Slider I 3/8" Fin 0.58 0.51 0..53 051 0.44 041 040 11.36 0.36 0.34 0.29 RS-LC25 " VIRZ 5170. Classic Z-Bar Slider 058 0.51 o S3 0.51 044 0..41 0.40 0.36 0.36 0.34 0.29 HS-LC25 VIS2 S22o. !classic Single Hung I 318" Fin 058 0..51 0.53 0..51 044 0.41 040 0.36 0..36 034 0.29 H~4O VIRZ 5270 Classic Z-Bar Single Hung 0.58 051 053 0.51 044 041 0.40 0..36 036 0.34 0..29 H~4O VIS2 S28SI5245 ClassiC Double ~ S1op:JBlock 0.53 0.51 050 0.48 0.41 0.38 0.37 0.34 0.34 032 028 H.LC2S VIS2 53201S720 lcl8S5ic Picture Wmdow/RadJus I 318" Fin 0.511 051 0.50 048 0.40 0.37 0..36 032 0.32 029 0.26 F-HC4O VlNS 5420 !vmyt Awning 0511 0.51 0.46 0.45 0311 0.36 0.35 032 0.32 0.30 0.27 p~O VIS2 5421 ClasslcAwmng 1318" Fin 058 0.51 048 0.47 0.40 0.38 0.37 034 0.34 032 028 AP~ VICS 5470 Vinyl Awning z..Bar C Series 0.58 0..51 0.45 0..43 0.36 0.34 0..33 030. 028 0..26 025 P~D VlRZ 5471 CI8SSic Z-Bar Awning 0..58 0.51 048 0.47 040 0.38 0.37 0..34 0.34 0.32 0.28 AP~ VlNS 5520 2660 Vmyl Cli5eDle1I1 0.58 0.51 0.46 0.45 0.38 0.36 0.35 0..32 032 . 0..30 0.27 C~40 VINS 5520 3050 Vmyl Casement 0.58 0..51 0.46 0.45 0..38 0..36 035 0..32 0.32 030 027 C~ V1S2 5521 Classic ClIsemeot 1 318" Fin 0.58 0.51 048 0.47 0.40 0..38 0.37 0.34 0..34 0.32 0.28 C~4O VIRZ 5571 ClassIC Z-Bar Casement 0.58 0.51 0.48 0..47 0.40 0.38 0.37 0.34 0..34 032 0.28 C~ V1S2 5621 Classic Sliding Door 0.58 0..51 049 0..47 0..39 0.3<> 0.35 0.32 0.32 029 0.24 SGD-C3O V1S2 562 IT Classic Sliding Door wfTransom 0.5& 051 046 0.44 0..38 0.36 035 .033 0.35 033 0..30 F~ V1S2 5621WS 0ass1C Slidmg Door Wide Style 0.58 051 0.49 0.48 0.41 VlNS 5910 Ivmyl Garden Aire 0.58 0..51 V4NS 6110 StyIcline Slider 0..58 0.51 0.50 0..48 0..39 0.36 9.35 0.31 0.37 033 030. HS-R20 V4RZ 6170 Styldine Z-Bar Slide< 0.58 0..51 0.50 0..48 039 0.36 035 0..31 0.37 0.33 I 0.30 I HS-R20 V4NS 6210 StyIdine S......d u._~ 0.58 0.51 0..50 0411 039 0..36 0.35 031~ DH-R20 4TS 6Z15 Styleline Single Hung Till 0.58 0..51 050 0.48 040 037 0.36 032 H-LC2S 4RZ 6270 StyIelinez..aarsiDgleHung 0.511 051 050 0.411 039 0.36 0.35 031 0.37 033 0.30. DH-R20 4NS 6310 5lvleline Picture Wmdow 0.58 0..51 0.49 0.47 0.37 0.34 0..33 0.29 0..35 0.30 0.27 F~a 4NP 6340 StyIeline Pict1lre Window Step Down 0.58 051 051 0.48 0..39 0.36 0..35 Q30 0..30 0..27 0.22 F~ V4RZ 6370 Styleline Z-Bar Picture Wmdow 0..58 0.51 049 047 0.37 0.34 033 029 0.35 0.30 027 F~a A sp=jk glazing DFOII may be 0 0/ to 0 02/owr than shown. (2) Low K2 = Hartlboat (pPG Svngate 500 or WF) (4) Low K04 = Softcoat (Cm'dinal Low E) g~- .. :2;'!-~ ;:;:~:i1J""'-' '1iJf:'i; ~ \ \ \ c IBXCELS\DATA\ENGlIN-J!XCELILOC_ VAL\[tnw.x!l;]VNYL ASR revised 10/22198 . \ I. \ o Coo> ...... 10- 0) ...... (.C (.C 10- CJ1 c:.o \ 10- '''%1 .~ c:.o . 0) \0 .0) CJ1 . Coo> \ooo,j N N (.C l:I: .... t"" G'1 ~ .~ 0-<: tIl <: .... t"" ~ ~ o o ...... 2000 EDITION TABLE 6-1 PRESCRIPTIVE REQUIREMENTS 1 * * FOR GROUP R OCCUPANCY ClIMA TE ZONE 1 . HEATING BY ELECTRIC RESISTANCE I Glazing Glazing U-Factor Wall Wall- Wall- 51ab4 Option ArealO: Door 9 Ceiling2 Vaulted Above int4 ext4 Floor5 on % of Floor Vertical Overhead 11 U-Factor Ceiling3 Grade Below Below Grade Grade Grade I. 10% 0.46 0.58 0.40 R-38 R-30 R-21 R-21 R-lO R-30 R-lO II. 12%" 0.43 0.58 0.20 R-38 R-30 R-19 R-19 R-lO R-30 R-IO III.""") 12% OAO-- 0.58 0.40' R-38 R-30" R-21r R-21 R-lO R-30, R-lO IV.. 15% 0.40 0.58 0.20 R-38 R-30 R-I9', R-19 R-lO R-30' R-lO V. 18% 0.39 0.58 0.20 R-38' R-30 R-2l R-21 R-lO R-30 R-lQ VI. 21% 0.36 0.58 0.20 R-38 R-30 R-21 R-21 R-lO R-30 R-lQ VII.' 25% 0.32' 0.58 0.20 R-38 R-30 R-19 R-21 R-lO R-30 R-IQ + R-58 VIII.' 30% 0.29' 0.58 0.20 R-38 R-30 R-19 R-21 R-lO R-30 R-IQ +R-58 · Reference Case ** Nominal R-values are for wood frame assemblies only OT assemblies built in accordance with Section 601.1. I 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19%, it shall comply with all of the requirements of the 21 % glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv', denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-lO, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be 'a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and instalIed according to manufacturer's specifications. See Section 602.4. 7. The following options shalI be applicable to buildings less than three stories: 0.35 maximum fOT glazing areas of 25 % or less; 0.32 maximum for glazing areas of 30% or less. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default V-factors from Table lO-6C. 19: .~~._lJ.!!t~]C.iIJmJJl gl~~inKaIea is listf?d, the totalglaz}ng area (combined vertical "Ius. overhead) as a percent o.fgI"oss conditioned floor area shaH be less than or equal to that value. Overhead glazing with V-factor of V =0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have V-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. If Effective 7/01/01 37 VVA;'HINu 'UN;' I A I c t:Nt:Ku T I..,UUt: . I TABLE 6-2 PRESCRIPTIVE REQUIREMENTS 1 * * FOR GROUP R OCCUPANCY CLIMATE ZONE 1 · HEATING BY OTHER FUELS HVAC9 Glazing Glazing U-Faetor Door 10 Vaulted Wall Wall. Wall- SIab6 Option Equip. Area": Overhead' U-Factor Ceiling2 Ceiling3 Above int4 ext4 Floors on Effie. % of Vertical Grade Below Below Grade 2 Floor Grade Grade I. Med. 10% 0.70 0.68 0.40 R-30 R-30 R-1S R-lS R-lO R-19 R-lO II. Med. 12% 0.65 0.68 0.40 R-30 R-30 R-15 R-15 R-lO R-19 R-lO III. High 21% 0.75 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-19 R-lO IV.. Med. 21% 0.65 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-19 R-IO V. Low 21% 0.60 0.68 0.40 R-30 R-30 R-19 R-19 R-lO R-l9 R-lO VI.' Med. 25% 0.45' 0.68 0.40 R-38 R-30 R-l9 ,R-19 R-lO R-25 R-IO VII.' Med. 30% 0.407 0.68 0.40 R-30 R-30 R-19 R-19 I R-lO R-25 R-lO VIII. Med. unlimited 0.25 0.40 0.40 R-30 R-30 R-19 R-19 R-W R-25 R-IQ · Reference Case I ** Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of19%, it shall comply with all of the requirements of the 21 % glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Ady' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level ofR-lO, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use" and imtalled acc9rding to the manufacturer's specifications. See'Section 602.2. . 5. Floors over crawl spaces or exposed.toarnbient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.50 maximum for glazing areas of 25% or less; 0.45 maximum for glazing areas of30% or less. 8. Reserved.- 9. Minimum HVAC equipment efficiency requirement. 'Low' denotes an AFUE of 0.74. 'Med: denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. Minimum HV AC equipment efficiency requirement for heat pumps. 'Low' denotes an HSPF of 6.35. 'Med: denotes an HSPF of 6.8. 'High' an HSPF of 7.7. Water and ground source heat pumps shall be considered as medium efficiency and have a minimum COP as required in Table 5-7. 10. Doors. includinl!' all fire doors shall be assivnf'r1 r1f'f'lult fJ-f'lrtnr" (..n..... '('..hI.. 1n t:..r . .n 11. Where a maximum glazing area is listed, the total glazing area {combined vertical plus overhead} as a percent of gross conditIoned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. 12. Overhead glazing shall have U-factors determined In accordance with NFRC 100 or as specified in Section 502.1.5. If 38 7/01/01 - - - - Peninsula Heat Tony Stimbert Strait Arrow Construction Port Angeles, WA 452-7505 Cell: 460-0342 October 2, 2003 Re: Proposal for Heat Pump Installation I New Construction I Barner Residence Scope of Work Provide all necessary labor and materials to Install heat pump system Installation to include the follOWing High-efficiency 2 ton heat pump with variable speed Indoor coil/blower and auxiliary strip heat Copper refrigeration lineset piping sized for length of run Condensate piping Programmable thermostat and low voltage wIring Ductwork / ductwork modifications to Include Acoustically lined supply and return plenums Rectangular sheet metal trunk duct 10-Supply air outlets with matching registers (3-basement, 8-upstalrs) 5-Return air intakes (1-basement, 4-upstalrs) Fresh air intake vent with 24 hour timer Venting only for bath fans and clothes dryer Low voltage permit System start-up Equipment Specifications Rheem Classic XII (13.65 SEER / 8 30 HSPF) heat pump Rheem variable speed Indoor COil/blower Unit 11 kW strip heat module Honeywell T8611 programmable thermostat with Adaptive Recovery Intelligence Alternative Choices Additional heat run to U% bath" upstairs, add $ 90.00 Honeywell Enviracaire electrOnic air cleaner Model F50, add $ 525.00 Exclusions Line voltage electrical wiring Mounting pad for outdoor Unit Bath fans or venting for range hood Warranty Information Compressor Thermostat Model RPMC-024 2 ton Model RBHK-17/RCHA-24A1 10 year 1 year . Parts . Labor 5 year 2 year TOTAL JOB COST $ 6,650.00 (Plus sales tax if applicable) Payment Terms 75% Due after completion of rough-in / Balance due upon installation of outdoor heat pump Unit Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted You are authorized to do the work as specified Payment Will be made as outlined above Signature C&-l.4J Date Date~ 360-457-2775 Authorized Signature Peninsula Heat 502 West 8th Street Port Angeles, WA 98362 FAX 360-457-2864 PENINSULA HEAT, INC. 502 WEST 8TH STREET PORT ANGELES, WA 98362 october .2/ .2003 Tony stimbert strait Arrow Construction Port AngeLes/ WA Re: Heat Pump InstaLLation proposaL / New Construction / gamer Res. Hi Tony/ Having reviewed your pLans/ rm pLeased to submit to you the encLosed proposaL. Thank you for aLLowing me the opportunity to present to you my company and our products. I wouLd appreciate you keeping me and the Line of products and services we offer in mind when making your decision. If I can be of further service or answer any questions you might have regarding the encLosed proposaL/ pLease don't hesitate to contact me. Thanle5 again for the opportunity to quote you on the above referenced prrject and I hope we may be favored with your most vaLued order. Rest assured of our best efforts on your behaLf RespectfuLLysubmittec;t ~1Z~ chris Hahn 6stimator PHONE 457-2775 / FAX 457-2864 ..... RESIDENCE STRUCTURAL DESIGN for JEFF BAMER LOT ~#14 BLOCK 396 14TH STREET PORT ANGELES, WA 98363 Lo~\ \1 ' iJ)' cu tE- <'<PIRES: 0<\. l) '-::> 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 ... Jim Lierly Department of Community Development 321 East Fifth St. Port Angeles, WA 98362 September 16, 2003 Subject: Scope of Engineering for: STRUCTURAL DESIGN JEFF BAMER LOT #13 & #14 BLOCK 396 14TH STREET Enclosed is the structural design of the RESIDENCE for JEFF BAMER. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces, Per UBC97, Section 2320. 2. Beams and Headers 3. Foundation Please give me a call if you need any additional information. Sincerely ~~C{r~~( . Donna J. Petersen P.E. STRUCTURAL DESIGN JEFF BAMER LOT #13 & #14 BLOCK 396 14TH STREET DESIGN CRITERIA DESIGN STRESSES LESS THAN ELEVATION 500 FT DOUGLAS FIR/LARCH #2- 2 & 4 X Fb = 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI DOUGLAS FIR/LARCH #1- 2 & 4 X Fb = 1200 PSI Fv= 95 PSI E= 1.8 (10)6 PSI SNOW LOAD GROUND= 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 10 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) WIND SPEED = 80 MPH EXPOSURE C HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 75 PSI E= 1.3 (10)6 PSI GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 165 PSI E= 1.8 (10)6 PSI SEISMIC ZONE 3 SOIL BEARING = 1500 PSF REFERENCES (1) UNIFORM BUILDING CODE 1997 (2) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (3) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG (4) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 (5) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (6) WOODFRAM, TIMBER DESIGN, STRUCT.ETC VERSION 2.5 FOR WINDOWS 95, by RESEARCH ENGINEERS,INC 1998 (7) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000 General Notes 1. Ground snow load = 25 PSF 2. Maximum soli bearing capacity = 1500 PSF 3. Seismic Zone 3 4. Wind, 80 MPH, Exposure "C". 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate 25 psf snow load and appropriate snow drifts as noted in the UBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to U360. Total load deflection will be limited to U240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor Initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. '2.. General Concrete Notes (The Following apply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the Uniform Building Code. 2. Concrete shall attain a 28 day strength of F'e= 2500 psi, 6 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (Including hooks and bends) In accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars In all wall Intersections. lap corner bars 30 bar diameters or 2'-0" minimum. 5. lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded In hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls Interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material Single story structures 12" below original grade Two story structures 18" below original grade Three story structures 24" below original grade 9. Slabs shall be placed upon compacted granular fill, 2" minimum thickness. a Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards ofthe 1997 U.B.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 23-II-B- 1 of the Uniform Building Code. 3. All structural framing lumber such as 2x_ joists, and rafters to be Douglas Fir No.2, Spruce/Pine/Fir No.2, or Hem/Fir No.2 kiln dried. 4. All lumber exposed to weather, and/or moisture shall be pressure treated using ACA-ACZA Chemonlte, retention .60 or equal. 5. All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 6. All structural posts to be Douglas Fir No.2 kiln dried. 7. All structural headers to be 4x_ Douglas Fir No.2 kiln dried. 8. All Glu-Iam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 9. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 10. All columns In framed walls to be well nailed into adjacent framing in order to resist lateral movement. 11. Provide solid blocking for wood columns and multiple studs through floors to supports below. 12. Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings in stud bearing walls not detailed otherwise. 13. Provide 4x8 headers, or double 2x8 headers over and double studs each side of ali openings in non-structural stud walls not detailed otherwise. 14. At joist areas: Provide solid blocking at bearing points. Provide double joists under all load bearing partitions. Provide double Joists each side of openings unless detailed otherwise. 15. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise 16. Toenail joists to supports with 2-16d nalls, 2-10d box nails for TJI joists. Attach ali beams at the roof exceeding 8'0" In length with Simpson ST 292 strap each end. 17. Attach joists to flush headers and beams with Simpson "U" series metal joist hangers to suit the Joist size. 18. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted In the shearwall schedule. 19. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails@6" o.c. to framed panel edges and over stud walls shown on the plans @ 12" O.c. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted In the shearwall schedule. 20. Provide continuous solid blocking at mid-height of all stud walls over 10' In height unless wallis blocked per shear wall note. 21. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. 4 Floor Beam #1 L=20'-6"-Quick Beam. Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 16:39:2009/15/03 Designed by: Donna J. Petersen P.E Client: Jeff Barner Checked by: Input Data , ~>}~Jh\K':!~~~~;j~tll~~~4iliJ.~~1'i?r')i1:~~j~>"0~ ' ~j!~~VJJJD_,~\t1~~~1~~:TI Main Span: 20'6" Right Cantilever None Tributary Width 0' Slope' 0 Live Load' 0 psf Snow Load. 0 Allow TL Deflection. U240 DOL: 1.000 (3 in Maximum) Fv: 240 pSI Fb 2400 psi l;? Left Cantilever: None Check for repetitive use? No Dead Load. 0 psf Allow. LL Deflection. U360 Eb: 1800000 pSI User Defined Loads Dead Floor Live Uniform Uniform 0' 0' 20'6" 20'6" 275 600 Design Checks Max Value Allowable % of Allow. Location 8968.75 9059.78 99 t/ 0' 1800.89 2267.08 79 t/ 10'3" 104.588 240 44 t/ 1'4-1/2" -0.5242 o 6833 76 t/ 10'3" -0.7645 1025 74 t/ 10'3" Reactions and Bearing 0' 20'6" 2.065 2.065 8968 75 8968 75 Self-weight of member is not included. Member has an actuaUallowable ratio in span 1 of 79 tI %. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. MaXimum hanger forces: 8968.75 Ib (Left) and 8968.75 Ib (Right) Program Version 8.2 - 9/20/2002 \ II 'g \ :. ~ 'H.~ ~ ~ ~ ,?O";J\ l y.\.6-'1:' ~ - 0 ~ LA ~dL U ~ (p ?D 6T i(-z.,~ €>'1loq +~l q-o:::, \\ ,1~'i~ ...::/ FoC>T;lVb ~,~t::' ~L.R" 'X. oL)' ')( 12.\t (OJ ~4 E-ACH ~y s Floor Beam #2 L=151-6"-Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 16:48:3609/15/03 Designed by: Donna J. Petersen P.E. Client: Jeff Barner Checked by: Input Data left Cantilever. None Main Span' 3'9" Main Span: 11 '9" Tributary Width. 0' live load: 0 psf Allow. Tl Deflection: U240 (3 In MaXImum) Fv 240 pSI Right Cantilever' None Slope: 0 Snow load' 0 DOl. 1 000 Check for repetitive use? No Dead load' 0 psf Allow. II Deflection. U360 Eb' 1800000 psi Fb: 2400 pSI User Defined Loads Dead Floor live Dead Floor live Uniform Uniform Uniform Uniform 3'9" 3'9" 0' 0' 20'6" 20'6" 3'9" 3'9" 275 600 147.5 300 Design Checks Max. Value Allowable % of Allow. location 10073.5 10175.5 99~ 3'9" -1135.37 1840 66 62~ 3'9" 128437 240 54 tI 4'9" -01071 03917 27 tI 10'2-9/16" -01555 0.5875 26~ 10'2-9/16" Reactions and Bearing 0' 3'9" 15'6" 1.5 3.054 1.5 2792 76::' ~"'- 1 0073 5 4161.06 Self-weight of member IS not included. Member has an actual/allowable ratio in span 1 of 62 tI % DeSign is governed by bending fb/Fb. Governing load combination is Dead+Floor live w/Pattern loads. Maximum hanger forces: -2792 76 Ib (left) and 4161 06 Ib (Right) Program VersIOn 8.2 . 9120/2002 R:. 1-.~ ~ \ DO'14- re4.. .4 \LP\ lL (p Garage Header-Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 11: 14:55 09/16/03 Designed by: Donna J. Petersen P.E. Client: Jeff Barner Checked by: Input Data Left Cantilever None Check for repetitive use? No Dead Load 0 psf Allow LL Deflection: U360 Eb' 1800000 psi Main Span: 9'6" Tributary Width. 0' Live Load: 0 psf Allow. TL Deflection' U240 (3 in Maximum) Fv. 240 psi o Fb. 2400 pSI User Defined Loads Dead Snow Condition 1 Floor Live Umform Umform Umform 0' 0' 0' 10' 10' 10' 508 425 300 Design Checks Max. Value Allowable % of Allow Location 585675 5916.11 99 tI 0' 2225.56 2760 81 tI 4'9" 18495 276 67 tI 1 ' -0.164 03167 51 tI 4'9" '" -0 279 0475 58 tI 4'9" Reactions and Bearing 0' 9'6" 2.912 2912 585675__ 'Z. .,-rz..trlME'"...."" 585675 I"""':> Self-weight of member is not IOcluded Member has an actual/allowable ratio in span 1 of 81 tI% Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live+Snow Condition 1. Maximum hanger forces: 5856.751b (Left) and 5856.751b (Right). Program Version 82- 912012002 ., . Deck Joists-Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 14:40:1009/15/03 Designed by: Donna J. Petersen P.E. Client: Jeff Barner Checked by: Input Data . II C ~? J:t..C- l".:)6\ G2 tl.P o. . Left Cantilever: None Check for repetitive use? No Dead Load: 0 psf Allow. LL Deflection' U360 Eb. 1300000 pSI Main Span' 6'6" Tributary Width' 0' LIve Load' 0 psf Allow TL Deflection. U240 (3 In Maximum) Fv: 75 psi Right Cantilever 1 '6" Slope. 0 Snow Load: 0 DOL' 1 000 Fb: 850 psi User Defined Loads Dead Floor Live Uniform Uniform 0' 0' 8' 8' 13.3333 80 Design Checks Max Value Allowable % of Allow Location 459 487 911 311 50 rI 6'6" 443 308 1020 43 rI 3'2-23/32" 36 453 75 49 rI 5'10-3/4" 0.0431 015 28 t/ 8' Reactions and Bearing 0' 6'6" 1.5 1.5 301.026 459.487 ~ ~ ~ lJI tJ(...f" ..., ~4 ~ \'Lf Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 49 t/ %. Design is governed by shear fv/Fv. Governing load combination is Dead+Floor Live w/Pattern Loads. MaXimum hanger forces: 301.026 Ib (Left) and 0 Ib (Right) Program Version 8 2 - 9120/2002 8 .~ Deck Beam-Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 14:49:3409/15/03 Designed by: Donna J. Petersen P.E. Client: Jeff Barner Checked by: Input Data Left Cantilever: None Check for repetitive use? No Dead Load. 0 psf Allow. LL Deflection: U360 Eb: 1300000 psi Main Span: 6'9-1/2" Tributary Width: 0' Live Load' 0 psf Allow TL Deflection U240 (3 In Maximum) Fv' 75 psi Right Cantilever l' Slope: 0 Snow Load 0 DOL. 1.000 Fb 850 pSI User Defined Loads Dead Floor Live Uniform Uniform 0' 0' 8' 8' 593 295.7 Design Checks Max Value Allowable % of Allow. Location 1586.66 212639 75 " 6'9-1/2" 795 295 1105 72" 3'4-19/32" 60.365 75 80 " 6'2-1/4" o 0462 o 0667 69 " 7'9-1/2" o 0545 01 54 ;J 7'9-112" Reactions and Bearing 0' 6'9-1/2" 1 5 1.5 1201.16 1586 66 Self-weight of member IS not included. Member has an actual/allowable ratio In span 1 of 80 tI % Design is governed by shear fv/Fv. Governing load combination IS Dead+Floor Live w/Pattern Loads Maximum hanger forces: 1201 161b (Left) and 0 Ib (Right). Program VersIOn 82- 9120/2002 U t.~ 1.~ .~~e;;,'f ....-*-~~~ ?C4lt 1A eE. A (;1 , " ~I \ e,\ )( \b 't \~ CCq\)C".. 1i\ D-Y () I t\ ..)(. -:. \0" 0 F~,~ M~'t ~/~O 1.:. 3~1'~;;)~ ok... ~ 4SEASONS ENGINEERING, INC (360) 452-3023 · Fax (360) 452-3047 619 S. Chase Street. Port Angeles, WA 98362 April 12, 2004 Rodger Vess Permit Technician City of Port Angeles 321 East Fifth St Port Angeles, W A 98362 Subject: JeffBamer, 1027 W. 14th St., Port Angeles, WA 98362, #03-00001010 Dear Mr. Vess, -.. ~ ~ ~ The hold down located at the comer of the living room may be installed in either the front or side wall as long as it is fastened to the studs that support the comer sheathing. It is my understanding that the hold down is installed correctly. t Please give me a call at (360) 452-3023 if you need any additional information. -... ~ ~ rv ~ Sincerely, Donna J. Petersen P .E. Q~- cc. Stimbert, Strait Arrow Construction Jeff Bamer ..- ~~:.__~ . 0 b tlh"Z, CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 03-00001010 Date 11/04/03 1027 W 14TH ST 06-30-00-0-3-9668-0000- RES NEW SFR STRAIT ARROW CONSTRUCTION 4317 EUCLID ST PORT ANGELES (360) 452-7505 1080 SF SFR W/UNFINSHED 1080SF GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES NUMBER OF UNITS Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation RS7 RESDNTL SINGLE FAMILY 67709 Owner Contractor BAMER JEFFERY ROSS 62 DAN KELLY RD PORT ANGELES WA 983639604 Structure Information Construction Type Occupancy Type . . . . . Other struct info . . . . Permit Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 793.25 11/04/03 5/03/04 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 18.00 7.0000 THOU BL-50,001-100K (7.00 PER K) Permit Additional desc Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 83.55 Plan Check Fee 11/04/03 Valuation 5/03/04 Qty Unit Charge Per BASE FEE 3.00 7.2500 ECH ME-VENT FAN 1.00 14.8000 ECH ME-INSTALL FLOOR FURNACE Permit Additional desc Permit Fee Issue Date Expiration Date PLUMBING PERMIT 13 9.00 11/04/03 5/03/04 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 9.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1.00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1.00 15.0000 ECH PL- EA. BLDG SEWER 1.00 7.0000 ECH PL- EA.WATER HEATER Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be in contrast in color of there background. Other Fees STATE SURCHARGE WA 98362 1.00 317.30 67709 ~ ~ ........ ~ ~ ~ " t ~ ~ ...... f'" ~ ~ ~ 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 authonzed is not commenced Within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested Within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied With whether speCified herein or not. The granting of a permit does not presume to give authonty to Violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authonzed Agent Date T \PLANNING\FORMS\1102 15 [4/2002] Extension 667.25 126.00 .00 o '" -. ~ Extension 47.00 21.75 14.80 .00 o Extension 47.00 63.00 7.00 15.00 7.00 4.50 Date BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. .KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LIN~~ GAS LINE :;.. ~ BACK FL1'1W"",~ il'rER AIR SEAL ~ WALLS ~ CEILING If '\. FRAMING ., JOISTS / GIRDERS SHEAR WALL WALLS / ROOFNLING DRYWALL . T-BAR ~.~.~ INSULATION ",,,,Y'.- SLAB L' WALL / FLOOrfifrLING I MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA: LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W / PW / CONSTRUCTION - R W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T \PLANNING\FORMS\1102 15 [4/2002] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 03-00001010 Page 2 Date 11/04/03 Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Other Fee Total Grand Total 1015.80 317.30 4.50 1337.60 1015.80 317.30 4.50 1337.60 .00 .00 .00 .00 .00 .00 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, pnvate and public improvements. This permit becomes null and void if work or construction authorized IS not commenced withm 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 herem 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 Authonzed Agent Date Signature of Owner (if owner IS bUilder) Date T\PLANNlNG\FORMS\1102 15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION. FOOTINGS II f2b/6~ Rv' WALLS I ri.I'5"'jb~ )LL FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEP ARA TE PERMIT # ROUGH-IN PLUMBING UNDER FLOOR 1 SLAB '2wsl~Cil JLL.- ROUGH-IN IU-I-o ~ I <L. WATER LINE GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS I~... /,)o--{?J-I RV CEILING I FRAMING ~"'c...l""\l VI. ~ 6'-I(J -0 II J 1"-' p.p JOISTS 1 GIRDERS SHEAR WALL I~-~O~( .j.L- WALLS 1 ROOF 1 CEILING !1 - ~ c::- -C:)J,J 11 DRYWALL T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING l,,-~..,-O J..I ...'~l..., MECHANICAL HEAT PUMP WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeermg DIVISIOn) SEPARATE PERMIT #'s WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEP ARA TE PERMIT #'s SEPA P ARKING/LIGHTlNG ESA LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL I DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W 1 PWI CONSTRUCTION - R W ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 I C/.. i JJ J'kJ ..1 L- L BUILDING T \PLANNING\FORMS\1102 15 [4/2002] ~ ,ORT ~ ~~O~~~ ~,.~ lL -=.a ---- ~.,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001162 Date 12/10/03 1027 W 14TH ST 06-30-00-0-3-9668-0000- ELECTRICAL ONLY RS7 RESDNTL SINGLE FAMILY o Owner Contractor BAMER JEFFERY ROSS 62 DAN KELLY RD PORT ANGELES WA 983639604 COLEMAN ELECTRIC P.O. BOX 1326 PORT ANGELES PORT ANGELES (360) 452-7594 WA 98362 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE TEMP. SERVICE COLEMAN ELECTRIC 40.90 Plan Check Fee 12/10/03 Valuation 6/08/04 .00 o ~ ~ ~~ { ( Qty Unit Charge Per 1.00 40.9000 ECH EL-TEMP SRV - 0-60 SRV FDR Extension 40.90 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40.90 40.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 40.90 40.90 .00 .00 "- t 11 ~ .~ 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 \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, INSULA TE OR COfVCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO -- FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT' # ROUGH-IN PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS SHEAR W ALLIHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERlOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng Division) SEPARATE PERMIT #'s WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARATE PERMIT #'s SEPA: PARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRlCAL - LIGHT DEPT 417-4735 /-t./@hJ ".fc& ELECTRlCAL LIGHT DEPT , , CONSTRUCTION R. W. 1 PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T.\PLANNlNG\FORMS\1102 15 [11/14/2003] rf PORT~_ ~O~ 0,. 'IL~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00001162 Date 12/10/03 1027 W 14TH ST 06-30-00-0-3-9668-0000- ELECTRICAL ONLY RS7 RESDNTL SINGLE FAMILY o Owner Contractor BAMER JEFFERY ROSS 62 DAN KELLY RD PORT ANGELES WA 983639604 COLEMAN ELECTRIC P.O. BOX 1326 PORT ANGELES PORT ANGELES (360) 452-7594 WA 98362 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE TEMP. SERVICE COLEMAN ELECTRIC 40.90 Plan Check Fee 12/10/03 Valuation 6/08/04 .00 o Qty Unit Charge Per 1.00 40.9000 ECH EL-TEMP SRV - 0-60 SRV FDR Extension 40.90 ~ ~ ~ ~ t Fee sununary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40.90 40.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 40.90 40.90 .00 .00 '" ~ ) ~ '-V-.v. 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 authonzed is not commenced Within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T \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, INSULA TE OR CONCEAL ANY WORK BEFO,m INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. I INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT' # ROUGH.IN I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR W ALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB I WALL / FLOOR / CEILING I I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT #'s WATERLINE / METER SEWER CONNECTION SANITARY STORM 1~1' r/N~ PLANNING DEPT. SEPARATE PERMIT #'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 16~~." /kO ELECTRICAL LIGHT DEPT CONSTRUCTION R W / pw/ 7 / CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT 4 I 7-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T.\PLANNING\FORMS\1102 15 [11/14/2003] PREPARED 9/10/04, 13 04,07 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 9/10/04 ------------------------------------------------------------------------------------------------ (360) 452-7505 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE ------------------------------------------------------------------------------------------------ PERMIT, BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 RV 11/26/03 AP ---------------------------------------------~-------------------------------------------------- BI2 01 12/05/03 JLL 12/05/03 AP BL9 01 2/25/04 RV 2/25/04 AE BL3 01 5/10/04 JLL 5/10/04 AP 5/20/04 RV 5/20/04 AP 5/27/04 JLL 5/27/04 AP 9/07/04 JLL 9/07/04 DA BAIR 01 BLI 01- BL99 01 BL99 02 ~~ BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS DATE 11/26/03 TIME- 08 18 20 foundatlon footlng T ony 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS DATE 12/05/03 TIME- 12 20 32 Tony 460-0342 BUILDING SHEARWALL Tony Shear wall nalllng approved for cover, except for hold downs at south east corner, hold down locatlon must be ver,f,ed wlth englneerlng cales or by deslgn englneer BUILDING FRAMING CLIFFORD 457-7505 BUILDING AIR SEAL JEFF 461-0248 BUILDING INSULATION JEFF 461-0248 BUILDING FINAL TIME 17 00 JEFF 461-0248 HOUSE IS LOCKED, CALL BEFORE INSPECTION smoke detectors to be lnter-connected / provlde smk detector In hall leadlng to bedrooms and one on lower level room In basement )11 BUILDING FINAL TIME 17 00 JEFF 461-0248 BASEMENT DOOR OPEN -------------------------------------- COMMENTS AND NOTES ---------------------------___________ ~ f'~ARED 9/07/04, 12 15 32 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 9/07/04 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR (360) 452-7505 SUBDIV PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 RV 11/26/03 AP BI2 01 12/05/03 JLL 12/05/03 AP BL9 01 2/25/04 RV 2/25/04 AE BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS DATE 11/26/03 TIME 08 18 20 foundat1on footlng T any 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS DATE 12/05/03 TIME 12'20,32 Tony 460-0342 BUILDING SHEARWALL Tony Shear wall nal11ng approved for cover, except for hold downs at south east corner, hold down locatlon must be verlfled wlth englneerlng cales or by deslgn englneer BL3 01 5/10/04 JLL BUILDING FRAMING 5/10/04 AP CLIFFORD 457-7505 BAIR 01 5/20/04 RV BUILDING AIR SEAL 5/20/04 AP JEFF 461-0248 BLI 01 5/27/04 JLL BUILDING INSULATION 5/27/04 AP JEFF 461-0248 BL99 01 ~/ 7/ 4 JLL BUILDING FINAL TIME 17 00 ~ JEFF 461-0248 __________________ _____________:~~S:O::I::::E:~T:A::X:E:::: :~:~~~~:~~_________________________ PREPARED 9/07/04, 12'15 32 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0,3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE (360) 452-7505 PHONE . 4/01/04 JLL 4/01/04 AP PL99 01 ~ JLL _________J_~.~jI'~- ..____ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT PL1 12/31/03 12/31/03 JLL AP 01 PL2 01 DESCRIPTION RESULTS/COMMENTS PLUMBING UNDER SLAB TIME * OVERRIDE TAKEN BY RVESS Cllfford call before you PLUMBING ROUGH.IN TIME Jeff 461-0248 PLUMBING FINAL 17 00 DATE' 12/31/03 go 460-0342 17 00 TIME 17.00 COMMENTS AND NOTES ...................................... PAGE DATE TIME. 08'18 30 3 9/07/04 PREPARED 9/07/04, 12 15 32 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR INSPECTION TICKET INSPECTOR JAMES L LIERLY PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS SUBDIV PHONE (360) 452-7505 PHONE . PAGE DATE 2 9/07/04 ME99 01 -----~---------------- ---------------------~--------------------------------------------------- , MECHANICAL FINAL TIME 17 00 - ------ CONTINUED ONTO NEXT PAGE ----------------------------------- BUILDING DIVISION CITY OF PORT ANGELES * * Correction Notice Job Located at -10? ~ fA) ~J-~ Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~(}.\ ~ e-J I t.} :t ~ f oj JlJ-I "Iii w II 1="' / -rz -*'b .S-.. ~ Dzh';:: ,,, n ~Rb',",(/g! ~I tJflL-. ~n ~~~~ &fYgh-*:~ ct::~(~ ~ ~,~- C~'~.f ~"'d<! /t/e;J) 61f~ <;;:h~/ These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call '-/ I 7 - '-/)r/S for inspection. Date '/7/'/ - JLL Inspector for Building Division DO NOT REMOVE THIS TAG PREPARED 5/27/04, 12 23 43 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 5/27/04 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV' PHONE' (360) 452-7505 PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLl 01 11/26/03 11/26/03 RV AP BI2 01 12/05/03 12/05/03 JLL AP BL9 01 2/25/04 2/25/04 RV AE BL3 01 BLI 01 JLL AP RV AP BAIR 01 BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS foundat~on foot~ng any 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS Tony 460-0342 BUILDING SHEARWALL Tony Shear wall na~l~ng approved for cover, except for hold downs at south east corner, hold down locat~on must be ver~f~ed w~th eng~neer~ng cales or by des~gn eng~neer BUILDING FRAMING CLIFFORD BUILDING AIR SEAL JEFF 461-0248 BUILDING INSULATION JEFF 461-0248 DATE 11/26/03 08 18 20 T TIME DATE 12/05/03 TIME: 12 20-32 457-7505 A(L ------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/20/04, 13:08:57 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. INSPECTION TICKET INSPECTOR ROGER VESS PAGE DATE 5 5/20/04 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR (360) 452-7505 SUBDIV PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 11/26/03 RV AP BI2 01 12/05/03 12/05/03 JLL AP BL9 01 2/25/04 2/25/04 RV AE BL3 01 5/10/04 5/10/04 5/20/04 AP ~~ / ~ JLL BAIR 01 BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS DATE 11/26/03 TIME 08:18.20 foundatlon footlng T ony 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS DATE 12/05/03 TIME. 12 20 32 Tony 460-0342 BUILDING SHEARWALL Tony Shear wall nalllng approved for cover, except for hold downs at south east corner, hold down locatlon must be verlfled w1th englneerlng cales or by des1gn englneer BUILDING FRAMING CLIFFORD 457-7505 BUILDING AIR SEAL JEFF 461-0248 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/10/04, 12:35 00 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 5/10/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 11/26/03 RV AP DATE. 11/26/03 TIME 08 18 20 T BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS foundatlon footlng ony 452-7505 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS Tony 460-0342 BUILDING SHEARWALL Tony Shear wall nalllng approved for cover, except for hold downs at south east corner, hold down locatlon must be verlfled wlth englneerlng cales or by deslgn englneer. BL3 01 .;.{:~r~,~ 'l!:..L,O BUILDING FRAMING ~ ~ CLIFFORD 457-7505 ------------------- ------------------ COMMENTS AND NOTES -------------------------------------- 01 12/05/03 12/05/03 JLL AP DATE 12/05/03 TIME 12 20 32 BI2 BL9 01 2/25/04 2/25/04 RV AE PREPARED 4/01/04, 13.15 55 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 4/01/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER, 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE. (360) 452-7505 PHONE PERMIT, PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT DESCRIPTION RESULTS/COMMENTS PLl 01 12/31/03 12/31/03 JLL AP TIME 08 18 30 PLUMBING UNDER SLAB TIME 17 00 * OVERRIDE TAKEN BY RVESS DATE, 12/31/03 Cl1fford call before you go 460-0342 PL2 01 ~\~~/~;J f-lL~ PLUMBING ROUGH-IN TIME. 17 00 ~ ~ Jeff 461-0248 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 2/25/04, 12 24 56 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR INSPECTION TICKET INSPECTOR ROGER VESS PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PAGE DATE 2 2/25/04 SUBDIV PHONE PHONE (360) 452-7505 BL1 01 11/26/03 RV BUILDING FOUNDATION FOOTING 11/26/03 AP * OVERRIDE TAKEN BY RVESS DATE 11/26/03 TIME 08 18 20 foundatlon footlng T any 452-7505 BI2 01 12/05/03 JLL BUILDING FOUNDATION WALL 12/05/03 AP * OVERRIDE TAKEN BY RVESS DATE 12/05/03 TIME 12 20 32 Tony 460-0342 BL3 01 2/25/04 RV BUILDING FRAMING TONY -------------------------------------- COMMENTS AND NOTES -------------------------------------- 5~r {pCL{( V.e.l \'(y f.lbld Vl &;t /u:.J dO L)..) f\ 6t< ~ ~ ~lA.. s-~ Sovd..!i 6asf C6,b1,eV- PREPARED 12/31/03, 14 01 32 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 1 12/31/03 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT DESCRIPTION RESULTS/COMMENTS PL1 01 12/31/03 PLUMBING UNDER SLAB TIME. 17 00 * OVERRIDE TAKEN BY RVESS DATE 12/31/03 Cl1fford call before you go 460-0342 TIME 08 18 30 fi- -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 12/05/03, 12 27 56 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 6 12/05/03 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER' 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV' PHONE PHONE (360) 452-7505 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/26/03 RV BUILDING FOUNDATION FOOTING 11/26/03 AP * OVERRIDE TAKEN BY RVESS DATE. 11/26/03 TIME 08 18 20 foundatlon footlng T ~ ony 452-7505 BI2 01 12/05/03 BUILDING FOUNDATION WALL * OVERRIDE TAKEN BY RVESS DATE 12/05/03 TIME 12 20:32 Tony 460-0342 -------------------------------------- COMMENTS AND NOTES -----------------------------_________ PREPARED 11/26/03, 12 51 23 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR ROGER VESS PAGE DATE 3 11/26/03 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1027 W 14TH ST STRAIT ARROW CONSTRUCTION BAMER JEFFERY ROSS 06-30-00-0-3-9668-0000- 03-00001010 RES NEW SFR SUBDIV PHONE PHONE (360) 452-7505 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLl 01 11/26/03 O~. ~ BUILDING FOUNDATION FOOTING * OVERRIDE TAKEN BY RVESS DATE 11/26/03 foundatlon footlng ony 452-7505 TIME 08 18 20 T -------------------------------------- COMMENTS AND NOTES --------------------------------______ .r",s:~J/ u;fk~v" red P""~~V' 'k ?O~ FiIl out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. If you have any questions, call (360) 417-4815 FOR OFFICIAL USE ONLY Date Rec' 16..../C-cj? Permlt# /010 Date Approved /0/11/;' ~ Date Issued ... BUILDING PERMIT - APPLICATION J()Jt.I()~ Applicant or Agent: & (Y\ ~ R... Owner: ~e.r Address:.? r I For") Vle.A') Rc( Architect/Engmeer: L-/ 5CA'Srl1l ~ Contractor S+...... A \ "'" A"V'" ()d Address: t'-/<,i7 ru.e-I/o( J/.v_ PROJECT ADDRE~; /0 9-? ~----- LEGAL DESCRIPTION: Lot: Ii Block: ,5 9 &7 Subdivision: 7P II. CLALLAM COUNTY PARCEL NUMBER: .q:J=-- C) b 3~,~Cj k. 6 '8cc:x:::xJ ~<C~ Phone: L..j h I ~ 0'2 "( f!J Phone: CIty: PA Zip: erR ~<O C; Phone: State License #: 5t RA llAc.:o ~i( Cf City: PI1.., UJ ) 1-/ rh ~ /: Phone45"'..2- /~-D S- Zip: erFJ 5<05 ZONING: Credit Card Holder Name: Billing Address: City: Credit CardType VI~A MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: , ~ReSldentIal ~NewConstr.. D Re-roof D Stove 1()9(:J ..SF.@$59'. '2.2. /SF. =$ 639.5"'?;: 60 " D Multi-family D AddItIon D Move ':Jlf Garage~~ 2~S ' .SF. @$ Froe /SF. = $ 37_ 2. CO D Commercial D Remodel D DemolItion 'S Deck ,,' ,,' ,; SF. @ $ /SF. = $ . D RepaIr D, SIgn D Other .' . TOTAL YALUATION $ ~O~ ~t) BJ.UEF DESCRIPTION <;>~!!E PROJECT: A/-e-U:/ ~'-f'1<' ./beOr;:) -, l..A./ / A &<:.1.1. _ J cL ~e~ ~..!\ltJ 2be ~ J)eck~ COMMERCIAL/RESIDENTIAL: .Occupancy Group: . - Occupant Load. ConstructIon Type: No. of Stones: -L Lot SIze: 7CCC) Existmg Sq. Ft. & Proposed Sq. Ft f 348 = TOTAL Sq.Ft. Isl./<A Existing lot coverage _ % & Proposed lot coverageJ~% = Total lot coverage I q 1'2 % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESNWetland(s)' DYes D No SEPA ChecklIst requIred? DYes D No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The BuIlding DiviSIOn can proVIde you with information on the applicatIOn and plan subrmttal requIrements if you have questIOns. 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 Coordmator 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 subrmtted. All other permit fees are due at the time of permit Issuance EXPIRATION OF PLAN REVIEW: Ifno 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 107.4 of the Umform BuIlding Code, current edition). 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 authorized 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 obtam such permits prior to work T \FORMS\APPS\BUlldmgpermtt wpd APPlIcantC) "tis fl,PrfvUL/I Date: 10 / (0/03 ~ 6'9 wfH 1 ~ J tJ oh1L- I Ftfi1.-lI'Lf:f I V~~3 r "- ~ )-- '-...,. t Wc::J ILf '" StIce:\- 7>U'" G Ic:z.J.. . \ l --- _1 uc..-,J- % , , af j I __ J "l ~ . / 5t. ~ s' Ccv(.( (J O((..n ~ 4/Ie.v II cD 0_ - - -- 1 { , '-II ~ = 300 ~ \ \ l' r' ",::o.~ \.... AppendiX E: Sampte Checklist' & WOruhMt8 Plans examiner _ fill out thiS glaimo lMdlon or II1tach . window lIChedu" to this cheddist Inspector - ~rtfy wtNiaw fl. formation during field inspections. Indude Skyilghts. glass doors and all other glumg on ills tonn Use rough opening area tor c:alaltations. IWIIG e ~ ~ C- O 51ze Quantity Are. U-ValuelManufacturer I Verified ;;}'SH tJ 'S' .s~ 3 ~~ I"Q i ?> l-~ I..f' qLf 3 L\ q 11\'1 r; . . ,~~ ~ ~~ s" SO , I Co. L ~S ~ 't't ;. ;)' :I C.Ae;. 2- 12> ,(Ptt>,\1f , I"'... ":1..\ '!' e~~ '- l:L,z' . ... , .' .. - . ' l ..- ; ~\)\ "'4-":':' " " . 1 t ~J I '.. " J ' . I . ... '"'" t."" ~ t' - , .... , .. ' I - ., TOllI glazing .....: 12 S ~"j.' '. -, Tolll conditioned a,..: i 080- Percemage glujng: II, ~--:- : -. .- ~ - ; '- r.: V,rifled J \, , I " . .' DOORS '.'~ ~ . 'l. L. Plans Examiner -list ~e doors by type (solid CORt, insulated. me.). quantity. U-value. IW1d rnarWtacturer. Inspector - Y8rify door information during fietd Inspection. . Type/Quantity . U.ValuelManufacturer Verlfled S4gnatun of Building Offtdal: Date of Rnalln.pection: : . r' I '. I",., ~"l / ...., . ;' .I ," E.S3 ~ll '--...... ., Appendix E: Sample Checklists & WOrksheets r l_ ~ ~ Attacllnent C Permit No. Plans Examiner and Inspector Checklist Addmss ~n. examiner: Inapec1or: C~, write in N/A. or fill in value on shaded boxes Check off boxes at left as items are fOUnd to comply. Compflance approach: (dleck one) 0 Systems analysis o Component perfonnanoe o Prescnptive path Nolie: Some specifics on this fonn may not apply if A) compliance approadl is systems analysis or component perfonnance; , B) compliance to minimum ventilation arteria is demonstrated through engineering calculations or perfonnance testing. FOUNDATlON PHASE o Slab: A- D D ! Exterior down to frostlln8lslab bottom; or Inter10r 24- horIzontal or vertlcal; or, If radIant under enUre slab Below grade exterior wallln.ulatlon: R- 1 (If Interior _ see Insulal10n Phase) I ~ Radon mlUgatlon: ; If locally required, or crawlspace venUng <1 fV300ft2 01 crawl, or vents Indl.de an operable damper FRAMING PIfASE o framing: 1.~:.:::~JStandatd Dlntennedlate kA1i:;J Advanced o 8b:I air ....: lOIeptlaubflr; m. jst!mud alii; wfndow & door Inns; penetnlUon-wfre. plumb, duct, p8I1fdon Ituds. f1UG, light ftxtU"8S o Source apactftc exhaust fans: SIz8 requremem - bath. laundry (5Ocfm); k1tcnen (100dm) o WhoI. hOUH axhaust fan I ~ lnIenntttent system has manuaJ & auto controls; 0u1d00r air supply rsq. lor habitable rms or o Integrated fof'Ced...elr ay.t.m 0 ClUtsIde air duct (wtth damper) allow1ng ~tween .35 and .5 ACH IBI.ATIJN PHASE ~ ~ "c.. I 1 o R- 1 ISl R. <:?O I !)(. R- ..'?R I c.lllng "l8ulatSon: ndudlng atUc ha1d1 o R- I Veufted ~lIng IR8Ulatlon o V~ ret.arden: WlIJIa. noons, oell/ng o HMtfng ~m type: I wan Insulation (.bov. gradt) wan Insulation (below grade): IntMIor waJllnsulatlon Roor lnaulaUon I For~. Bat aWl, HSPF. and COP I FIW. PHASE o Radon monitor on tHt: wf1h Ins1rucUons and generallnfonndon o Thennoat.t: heet range, SS-7S: AC range, 70-65; both, 55-85. Badwp hee1 oon1Tols prevent afml.ftaneoua operation of pftmery '15. o Sofld fuel sppflaflee8: glass or metal doors; direct comb. alr ~. or .co cU&.. ~ed, Indrect ~ lor lI'lOOnd. areas o F1replacea: 6" oombusUon aJr auppfy duct wldamper direct to ftr&boX; ugrt ftUlng ~ or mec.Il doon. o DHW hMt.ra: HAECA label; Mp8Iate pow8f or gas 8hut~; on R-10 ped If ~c and In~. ar.. or If on concrete o Mechanlcaf ventflaUon ducta lnaula1~ to~: txhaust ducts In moondttloned areeslauppfy duc:b In condIUoned arlNla o n...:.. " 1 HV AC duotalpfenum lnautatlon: duc:b In unoondttIoned arMS .,.. In!uIated and JoInta art MeJed o PIpe lnaulatlon: R-3 tor hot and oofd WIIt<< plplng In U1OOtdUoned.... (If MMoe Of( fedrc:ul8dng.... Table &-12) o around cover: 8 nil bead( potyethytenelapproved equal '-PPed 12" 1Il)olnts and extending to kuldaUon wall E.52 With With ~ '7 6 NFRC Tested U-Factors for Vinyl Windows - NW I ~ ~ uJ ~ ..t'- Aluminum Spacer - Rectangular V \,P t t> \ ~ or out Gnds ~ , I o:.~~ ~ w.~__~"" o\AMA CLIVLOW-B(2) S11UJCTURAL Window Window CLMIBAT MIRROR HEAT MIIUlOR RATING MttI Series Type Clear Low-E ARGON ARGON ARGON ARGON ARGON VIS2 5120 ClassIC Slider I 318" Fin 058 0.5] 053 051 044 041 0.40 1136 0.36 0.34 029 HS-LC25 ViRZ 5170 Classic Z-Bar S1ida- 058 051 053 0.51 044 0.41 040- 0.36 0.36 0.34 029 HS-LC25 VIS2 5220 '1assic Single Hung I 318" Fin 058 0.51 0.53 0.51 044 041 040- 036 0.36 0.34 029 H.(;40 VIRZ 5270 Classic Z-Bar Smgle HlUIg 0.58 051 0.53 051 0.44 041 0.40- 036 036 0.34 029 H-C40 VJS2 528515245 ClassIC Double Hunll: SlopeJBlod: 0.58 0.51 0.50 0.48 0.41 038 0.37 0.34 0.34 0.32 028 H-LC2S VIS2 532015720 Classic Picture WmdowlRadius I 318" Fin 0.58 0.51 0.50- 048 0.40- 0.31 036 032 032 029 0.26 F-HC40 V1NS 5420 V"my1 Awning 0.58 0.51 0.46 0.45 038 0.36 035 032 0.32 0.30 0.27 P-C30 S2 5421 ClassiC Awmng 1 318" Fin 0.58 0.51 048 0.47 0.40 0.38 0.37 034 0.34 0.32 0.28 AP.(;40 CS 5470 Vinyl Awning l-Bar C Series 058 0.51 045 0.43 0.36 0.34 033 030 0.28 0.26 0.25 P-C30 RZ 5471 Classic l-Bar Awning 058 0.51 048 0.47 040 0.38 037 0.34 0.34 032 0.28 AP-C40 NS 5520 2660 Ymyl Cas=eo1 0.58 0.51 046 0.45 038 0.36 035 0.32 0.32 . 0.30 027 C-C4O VINS 5S20 3050 Ymyl Casement 0.58 0.51 046 0.45 0.38 0.36 035 0.32 0.32 0.30 027 C-C3O VlS2 5521 Classic Casement I 318" Fm 0.58 051 048 0.47 0.40 0.38 0.37 0.34 0.34 032 0.28 C-C40 VIRZ 5571 ClassIC l-Bar CasemCllt 0.58 051 048 0.47 040 0.38 0.37 0.34 0.34 032 0.28 C-C40 ivJS2 5621 lcIassic SIid'"mg Door 0.58 0.51 049 0.47 0.39 0.3<> 0.35 0.32 0.32 029 0.24 SGD-C3O VlS2 562lT Classic Sliding Door wfTnmsom 0.58 051 046 0.44 0.38 0.36 0.35 .0.33 0.35 0.33 0.30 F-C30 ivJS2 5621WS Classic Slrdmg Door Wide Style 0.58 051 0.49 0.48 0.41 0.3 IVINs 5910 !Vmyl Garden Aire 0.58 0.51 1v4NS 6110 StyIe1ine Slider 0.58 0.51 0.50 0.48 0.39 0.36 9.35 0.31 0.37 0.33 0.30 HS-R20 1v4RZ 6170 Styldine l-Bar Slider 0.58 0.51 050 0.48 0.39 036 035 031 0.37 I 0.33 I 0.30 I HS-R20 1v4NS 6210 StyIeIine SinJrle Hun2 0.58 0.51 0.50- 0.48 0.39 0.36 0.35 0.31~ DH-R2Q 1v4TS 6215 Styleline Single Hung Tilt 0.58 0.51 050 0.48 040 0.31 0.36 032 H-LC2S 1v4RZ ~10 StyIelinc l-Bar Single Hung 0.511 051 050 0.48 039 0.36 035 031 0.31 033 0.30 DH-R20 lv4NS 6310 IStvleline Pic:ture Wmdow 058 0.51 0.49 0.47 0.37 0.34 0.33 0.29 0.35 0.30 0.27 F-C30 1v4NP 6340- StyIeline P1C1ure Window Step Down 0.58 0.51 051 0.48 0.39 0.36 035 0.30- 0.30- 027 0.22 F-C40 V4RZ 6370 StyIeline l-Bar Picture Wmdow 0.58 0.51 049 047 0.37 0.34 0.33 029 035 0.30 0.27 F-C30 A specifk glazing ","em may be 0 01 to 0 02 lowr than sholffl. (2) Low K2 = HarJboat (PPG Stlngate 5()() or WF) (4) Low K04 = Softcoar (CmdinaI Low E) fl~._ ,,~ "li:iJ.. ;~. ~A I ~ Iii \ \ \ c \EX.CELS\l>ATA\ENGllN-EXCELI1.OC_ VA.L\[mw.xl&]VNYL ASR revised 10/22198 . \ I. o c..> ...... ~ 0) ...... co (0 ~ Cl1 c..> ~ \ 'rl .~ c..> . 0) \0 . 0) Cl1 . c..> \.... N N co I:C .... t"" G"l ~ .~ 0< tIl <: .... t"" [;:; @ o o .... 2000 EDITION TABLE 6-1 PRESCRIPTIVE REQUIREMENTS 1 * * FOR GROUP R OCCUPANCY CLIMATE ZONE 1 . HEATING BY ELECTRIC RESISTANCE I Glazing Glazing U-Factor Wall Walle Walle SIab4 int4 ext4 Option Area1O: Door 9 Ceiling2 Vaulted Above Floor5 on % of Floor Vertical Overhead 11 U-Factor Ceiling:! Grade Below Below Grade Grade Grade I. 10% 0.46 0.58 0.40 R-38 R-30 R-21 R-21 R-1O R-30 R-IO II. 12%_ - 0.43 0.58 0.20 R-38 R-30 R-19 R-19 R-1O R-30 R-IO III.) 12% 0.40- 0.58 0.40, R-38 R-30" R-21( R-21 R-IO R-30 R-W IV.. 15% 0.40 0.58 0.20 R-38 R-30 R-I9'. R-19 R-tO R-30 R-W V. 18% 0.39 0.58 0.20 R-38' R-30 R-21 R-21 R-W R-30 R-lO VI. 21 % 0.36 0.58 0.20 R-38 R-30 R-21 R-21 R-W R-30 R-W VII.' 25% 0.32' 0.58 0.20 R-38 R-30 R-19 R-21 R-W R-30 R-lO + R-5s VIII.' 30% 0.29' 0.58 0.20 R-38 R-30 R-19 R-21 R-W R-30 R-lO + R-5s * Reference Case ** Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. I 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19%, it shall comply with all of the requirements of the 21 % glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. fAdv', denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-W, or on the interior to the same level as walls above grade. Exterior insulation installed on belOw grade walls shall be '3 water resistant material. manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.35 maximum for glazing areas of 25 % or less; 0.32 maximum for glazing areas of 30% or less. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default V-factors from Table 1O-6C. lQ._ ~~__aI!lA!-lIJWJn gJ~~l!-g_~rea is listeq, the total glazing area (combiI!ed vertical j!lus ov~rhead) as a percent of gr:oss conditioned floor area shall be less than or equal to that value. Overhead glazing with V-factor of V =0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. f Effective 7/01/01 37 VVAoHINb I UN 0 I A I t: t:Nt:t'tb T L,UUC . I TABLE 6-2 PRESCRIPTIVE REQUIREMENTS 1 * * FOR GROUP R OCCUPANCY CLIMATE ZONE 1 · HEATING BY OTHER FUELS HVAC9 Glazing Glazing U-Factor Door 10 Vaulted Wall Wall- Wall. SIab6 Option Equip. Area"; Overhead! U-Factor Ceiling2 Ceiling3 Above int4 ext4 Floors on Effie. % of Vertical Grade Below Below Grade 2 Floor Grade Grade I. Med. 10% 0.70 0.68 0.40 R-30 R-30 R-15 R-15 R-I0 R-19 R-IO II. Med. 12% 0.65 0.68 0.40 R-30 R-30 R-15 R-15 R-IO R-19 R-IO III. High 21% 0.75 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-19 R-1O IV.. Med. 21 % 0.65 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-19 R-1O V. Low 21 % 0.60 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-19 R-I0 VI.7 Med. 25% 0.457 0.68 0.40 R-38 R-30 R-19 R-19 R-IO R-25 R-IO VlJ.7 Med. 30% 0.407 0.68 0.40 R-30 R-30 R-19 R-19 R-IO R-25 R-1O VIII. Med. unlimited 0.25 0.40 0.40 R-30 R-3O R-19 R-19 R-1O R-25 R-IO · Reference Case I ** Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19%, it shall comply with all of the requirements of the 21 % glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Ady' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. " 4. Below grade walls shall be insulated either on the exterior to a minimum level ofR-10, or on the interior to the same level as walls above grade. .Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. . , " \ , - 5. Floors over crawl spaces or expf)sed.~(Jambient air conditions. . ., '.' -. ..::.. . -. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.50 maximum for glazing areas of 25% or less; 0.45 maximum for glazing areas of30% or less. 8. Reserved.- 9. Minimum HV AC equipment efficiency requirement. 'Low' denotes an AFUE of 0.74. 'Med.' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. Minimum HV AC equipment efficiency requirement for heat pumps. 'Low' denotes an HSPF of 6.35. 'Med.' denotes an HSPF of 6.8. 'High' an HSPF of 7.7. Water and ground source heat pumps shall be considered as medium efficiency and have a minimum COP as required in Table 5-7. 10. Doors. includinl!" all fire dOQrs_shall he :Issiunerl rlpf:llllt T J-f:lrtnr" frnrn T",hl.. 1 o..l.C 11. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. 12. Overhead glazing shall have V-factors determmed 10 accordance with NFRC 100 or as specified in Section 502.1.5. /1 38 7/01/01 - - - -- Peninsula Heat Tony Stimbert Strait Arrow Construction Port Angeles, WA 452-7505 Cell: 460-0342 October 2, 2003 Re: Proposal for Heat Pump Installation I New Construction I Barner Residence Scope of Work Provide all necessary labor and matenals to Install heat pump system Installation to include the follOWing High-efficiency 2 ton heat pump with vanable speed Indoor cOil/blower and aUXiliary stnp heat Copper refrigeration lineset piping sized for length of run Condensate piping Programmable thermostat and low voltage wlnng Ductwork / ductwork modifications to Include. Acoustically lined supply and return plenums Rectangular sheet metal trunk duct 1 O-Supply air outlets with matching registers (3-basement, 8-upstalrs) 5-Return air Intakes (1-basement, 4-upstalrs) Fresh air Intake vent with 24 hour timer Venting only for bath fans and clothes dryer Low voltage permit System start-up Equipment Specifications Rheem Classic XII (13.65 SEER / 830 HSPF) heat pump Rheem vanable speed Indoor coil/blower Unit 11 kW stnp heat module Honeywell T8611 programmable thermostat with Adaptive Recovery Intelligence Alternative Choices Additional heat run to "% bath" upstairs, add $ 90.00 Honeywell Enviracaire electronic air cleaner Model F50, add $ 525.00 Exclusions Line voltage electrical wiring Mounting pad for outdoor Unit Bath fans or venting for range hood Warranty Information Compressor Thermostat Model RPMC-024 2 ton Model RBHK-17/RCHA-24A1 10 year 1 year . Parts . Labor 5 year 2 year TOTAL JOB COST $ 6,650.00 (Plus sales tax if applicable) Pavment Terms 75% Due after completion of rough-in / Balance due upon installation of outdoor heat pump unit. Acceptance of Proposal The above prices, specificatrons and conditions are satisfactory and are hereby accepted You are authOrized to do the work as speCified. Payment Will be made as outlined above Signature N41~ Date Dare~ 360-457-2775 Authorized Signature Peninsula Heat 502 West 8th Street Port Angeles, WA 98362 FAX 360-457-2864 PENINSULA HEAT, INC. 502 WEST 8TH STREET PORT ANGELES, WA 98362 october .2/ .2003 Tony stimbert strait Arrow Construction Port AngeLes/ WA Re: Heat Pump InstaLLation ProposaL / New Construction / gamer Res. Hi Tony/ Having reviewed your pLans/ I/m pLeased to submit to you the enclosed proposaL. Thank you for aLLowing me the opportunity to present to you my company and ourproducts. I wouLd appreciate you keeping me and the Line of products and services we offer in mind when making your decision. If I can be of further service or answer any questions you might have regarding the enclosed proposaL/ pLease don/t hesitate to contact me. Thanks again for the opportunity to quote you on the above referenced prrject and I hope we may be favored with your most vaLued order. Rest assured of our best efforts on your behaLf RespectfuLLy submitted ~~"~ chris Hahn Estimator PHONE 457"2775 / FAX 457"2864 .., RESIDENCE STRUCTURAL DESIGN for JEFF BAMER LOT ~#14 BLOCK 396 14TH STREET PORT ANGELES, WA 98363 L ()~ \ k \1 vo cu R==- 'XPWES: 0<\, lJ ~ 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 9836,2 .. Jim Lierly Department of Community Development 321 East Fifth St. Port Angeles, WA 98362 September 16, 2003 Subject: Scope of Engineering for: STRUCTURAL DESIGN JEFF BAMER LOT #13 & #14 BLOCK 396 14TH STREET Enclosed is the structural design of the RESIDENCE for JEFF BAMER. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces, Per UBC97, Section 2320. 2. Beams and Headers 3. Foundation Please give me a call if you need any additional information. Sincerely .r:0~C[r~<?( - Donna J. Petersen P.E. STRUCTURAL DESIGN JEFF BAMER LOT #13 & #14 BLOCK 396 14TH STREET DESIGN CRITERIA DESIGN STRESSES LESS THAN ELEVATION 500 FT DOUGLAS FIR/LARCH #2- 2 & 4 X Fb = 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI DOUGLAS FIR/LARCH #1- 2 & 4 X Fb = 1200 PSI Fv= 95 PSI E= 1.8 (10)6 PSI SNOW LOAD GROUND= 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 10 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) WIND SPEED = 80 MPH EXPOSURE C HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 75 PSI E= 1.3 (10t PSI GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 165 PSI E= 1.8 (10)6 PSI SEISMIC ZONE 3 SOIL BEARING = 1500 PSF REFERENCES (1) UNIFORM BUILDING CODE 1997 (2) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (3) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG (4) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 (5) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (6) WOODFRAM, TIMBER DESIGN, STRUCT.ETC VERSION 2.5 FOR WINDOWS 95, by RESEARCH ENGINEERS,INC 1998 (7) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000 General Notes 1. Ground snow load = 26 PSF 2. Maximum soli bearing capacity = 1600 PSF 3. Seismic Zone 3 4. Wind, 80 MPH, Exposure "C". 6. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate 26 psf snow load and appropriate snow drifts as noted In the UBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to U360. Total load deflection will be limited to U240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed In accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings Indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. L. General Concrete Notes (The Following apply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the Uniform Building Code. 2. Concrete shall attain a 28 day strength of F'c= 2500 psi, 6 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (Including hooks and bends) In accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars In all wall intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded In hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protecUon (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls Interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material Single story structures 12" below original grade Two story structures 18" below original grade Three story structures 24" below original grade 9. Slabs shall be placed upon compacted granular fill, 2" minimum thickness. 3 Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 1997 U.B.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 23-II-B- 1 of the Uniform Building Code. 3. All structural framing lumber such as 2x_ joists, and rafters to be Douglas Fir No.2, Spruce/Pine/Fir No.2, or Hem/Fir No.2 kiln dried. 4. All lumber exposed to weather, and/or moisture shall be pressure treated using ACA-ACZA Chemonite, retention .60 or equal. 6. All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 6. All structural posts to be Douglas Fir No.2 kiln dried. 7. All structural headers to be 4x_ Douglas Fir No.2 kiln dried. S. All Glu-Iam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 9. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 10. All columns In framed walls to be well nailed Into adjacent framing In order to resist lateral movement. 11. Provide solid blocking for wood columns and multiple studs through floors to supports below. 12. Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings in stud bearing walls not detailed otherwise. 13. Provide 4xS headers, or double 2xS headers over and double studs each side of all openings in non-structural stud walls not detailed otherwise. 14. At joist areas: Provide solid blocking at bearing points. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 16. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise 16. Toenail joists to supports with 2-16d nalls, 2-10d box nails for TJI joists. Attach all beams at the roof exceeding S'O" In length with Simpson ST 292 strap each end. 17. Attach joists to flush headers and beams with Simpson "U" series metal joist hangers to suit the joist size. 1S. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" O.c. staggered, unless otherwise noted In the shearwall schedule. 19. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with Sd nails @6" O.c. to framed panel edges and over stud walls shown on the plans @ 12" O.c. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted In the shearwall schedule. 20. Provide continuous solid blocking at mid-height of all stud walls over 10' In height unless wallis blocked per shear wall note. 21. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. 4 Floor Beam #1 L=20'.6".Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 16:39:2009/15/03 Designed by: Donna J. Petersen P.E. Client: Jeff Barner Checked by: Input Data " ~ Left Cantilever None Check for repetitive use? No Dead Load: 0 psf Allow. LL Deflection: U360 Eb: 1800000 psi Fb 2400 psi User Defined Loads Design Checks Max Value Allowable % of Allow. Location 104 588 240 44 " 1'4-1/2" -0.5242 o 6833 76 tI 10'3" -0.7645 1025 74 tI 10'3" Reactions and Bearing 0' 20'6" 2065 2.065 8968.75 8968.75 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 79 tI % Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. MaXimum hanger forces: 8968.75 Ib (Left) and 8968 75 Ib (Right) Program VersIOn 8.2 - 912012002 \ II 'R \ ~ ~ 'H.cG\ ~ ~ 'PO':l1 l~~y: ~ l6 -0 ~ U ~ l.J;'JLP 'PD ~I ~ :.: €''1ltll +~lq'O::;. \\,1b1.* ~I Foo,jJVl; ~,~~ ~L I ~ " ~LR I )( Ou, ')( ,~ (OJ ~ 4 E-ACH \.011'( s Floor Beam #2 L=1S'-6"-Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 16:48:3609/15/03 Designed by: Donna J. Petersen PE. Client: Jeff Barner Checked by: Input Data Left Cantilever' None Main Span 3'9" Main Span' 11 '9" Tributary Width. 0' Live Load 0 psf Allow. TL Deflection. U240 (3 In Maximum) F. 240 psi Right Cantilever None Slope. 0 Snow Load 0 DOL 1 000 Check for repetitive use? No Dead Load: 0 psf Allow. LL Deflection. U360 Eb' 1800000 psi Fb: 2400 pSI User Defined Loads Dead Floor Live Dead Floor Live Uniform Uniform Uniform Uniform 3'9" 3'9" 0' 0' 20'6" 20'6" 3'9" 3'9" 275 600 147.5 300 Design Checks Max Value Allowable % of Allow. Location 3'9" 3'9" 128.437 240 54~ 4'9" -0 1071 03917 27 " 10'2-9/16" -0 1555 o 5875 26 " 10'2-9/16" Reactions and Bearing 0' 3'9" 15'6" 1 5 3.054 1 5 2792 76 - ~...... 10073 5 4161.06 Self-weight of member is not included Member has an actual/allowable ratio in span 1 of 62 t/ % Design IS govemed by bending fb/Fb. Governing load combination is Dead+Floor Live w/Paltern Loads. MaXImum hanger forces: -2792.76Ib (Left) and 4161 061b (Right) Program VersIOn 8.2 - 912012002 .. 1-.~ ~ \Oc'14- ~4- c -4 \l..Pl lL it> Garage Header-Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 11: 14:55 09/16/03 Designed by: Donna J. Petersen P.E Client: Jeff Barner Checked by: Input Data Left Cantilever' None Check for repetitive use? No Dead Load. 0 psf Allow. LL Deflection: U360 Eb: 1800000 psi Main Span' 9'6" Tributary Width. 0' Live Load 0 psf Allow. TL Deflection: U240 (3 In Maximum) Fv' 240 psi Right Cantilever: None Slope. 0 Snow Load 0 DOL' 1 150 Fb 2400 pSI User Defined Loads Dead Snow Condition 1 Floor Live Uniform Uniform Uniform 0' 0' O' 10' 10' 10' 508 425 300 Design Checks Max. Value Allowable % of Allow Location 5856 75 5916.11 99 tI 0' 2225.56 2760 81 tI 4'9" 184 95 276 67 tI l' -0.164 03167 51 tI 4'9" -0 279 0475 58 tI 4'9" Reactions and Bearing 0' 9'6" 2.912 2.912 5856.75 __ '2. "TIZ.'M ME'" "'... 5856 75 1--::> Self-weIght of member IS not included. Member has an actual/allowable ratio In span 1 of 81 tI % Design is governed by bending fb/Fb Governing load combination IS Dead+Floor Llve+Snow Condition 1 Maximum hanger forces' 5856 75 Ib (Left) and 5856 75 Ib (Right) Program VersJOD 8 2 - 912012002 '1 Deck Joists-Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Client: Jeff Barner Page 1 14:40: 1 0 09/15/03 Designed by: Donna J. Petersen P.E. Checked by: Input Data ~P~c... 'l~~ C2 II \ (p qc, Left Cantilever: None Check for repetitive use? No Dead Load' 0 psf Allow LL Deflection. U360 Eb: 1300000 psi Main Span' 6'6" Tnbutary Width 0' Live Load' 0 psf Allow TL Deflection' U240 (3 In Maximum) F.. 75 psi Right Cantilever 1 '6" Slope. 0 Snow Load. 0 DOL. 1 000 Fb' 850 psi User Defined Loads Dead Floor Live Umfonn Unifonn 0' 0' 8' 8' 13.3333 80 Design Checks Max. Value Allowable % of Allow. Location 459.487 911.311 50 rI 6'6" 443 308 1020 43 rI 3'2-23/32" 36.453 75 49 rI 5'10-3/4" 0.0383 0.1 38 rI 8' 00431 015 28 tI 8' Reactions and Bearing 0' 6'6" 1.5 1 5 301.026 459.487 -? ~ ~ u ~(,..f" .., ~4 t::;) ()LF Self-weight of member IS not included. Member has an actual/allowable ratio in span 1 of 49 rI %. Design is governed by shear fv/Fv. Governing load combination IS Dead+Floor Live w/Pattern Loads. Maximum hanger forces: 301.026 Ib (Left) and 0 Ib (Right) Program VersIOn 8.2 - 9120/2002 8 .~ Deck Beam-Quick Beam Eagle Point Project: Block 396, 14th Street Job: Jeff Barner Page 1 14:49:3409/15/03 Designed by: Donna J. Petersen P.E. Client: Jeff Barner Checked by: Input Data Left Cantilever' None Check for repetitive use? No Dead Load. 0 psf Allow LL Deflection LJ360 Eb: 1300000 psi Main Span: 6'9-1/2" Tnbutary Width. 0' Live Load 0 psf Allow TL Deflection. LJ240 (3 In Maximum) Fv' 75 psi Right Cantilever l' Slope: 0 Snow Load 0 DOL. 1 000 Fb. 850 pSI User Defined Loads Dead Floor Live Uniform Uniform 0' 0' 8' 8' 593 295.7 Design Checks Max. Value Allowable % of Allow. Location 1586.66 2126.39 75 tI 6'9-1/2" 795 295 1105 ntl 3'4-19/32" 60 365 75 80 tI 6'2-1/4" o 0462 o 0667 69 tI 7'9-1/2" o 0545 01 54 " 7'9-1/2" Reactions and Bearing 0' 6'9-1/2" 1 5 1.5 1201.16 1586.66 Self-weight of member IS not included. Member has an actual/allowable ratio in span 1 of 80 tI % DeSign is governed by shear fv/Fv. Governing load combination IS Dead+Floor Live w/Paltern Loads MaXImum hanger forces: 1201 161b (Left) and 0 Ib (Right) Program VersIon 8.2 - 9120/2002 U L~ 1.~j~-~ e~rr ...~'" ~ _'llN'~'_ ?C4lt JA6E A~ ~\ " \. \ f> )C \~ 'll \~ Cf) \'Vc,... iY\ 0-.:'1 n 't\ A ~ \0"" f~-Tl~ MDt~ ~/.O ... 3~1t':'::J~ ok... CJ 4SEASONS ENGINEERING, INC (360) 452-3023 · Fax (360) 452-3047 619 S. Chase Street. Port Angeles, WA 98362 April 12, 2004 Rodger Vess Permit Technician City of Port Angeles 321 East Fifth St Port Angeles, W A 98362 Subject: JeffBamer, 1027 W. 14th St., Port Angeles, WA 98362, #03-00001010 Dear Mr. Vess, ........ ~ ~ ~ The hold down located at the comer of the living room may be installed in either the front or side wall as long as it is fastened to the studs that support the comer sheathing. It is my understanding that the hold down is installed correctly. t Donna J. Petersen P .E. cv ....... ~ 1- Please give me a call at (360) 452-3023 if you need any additional information. Sincerely, ~ cc. Stimbert, Strait Arrow Construction Jeff Bamer -- ~~~.~\. ob \'j: '~: ,{ ~ ~r5' ,:' >, ': > 'I -# ,~. ,~~ ,1 " ~'^, : -~:>:" / '~,' ~ .'~;>, ", ~ ~ ", , ;~,', '.:' ~ t ~ :: 'i ~:~, ," , ", I' f ~ {v,.' ( ,.. '" , ~, ,'-' ': '~ . "', ~;' ,lOr 'R,;T1'Pl7 N:'G:E,iL: E-"S' I V '1, ' 'I " , " I i ~~ ~ I ! l I I I " , - "-':' "- 1) I r'" ~-~ ~^ ~~6 ?o~~ WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT May 11,2004 Jeff Bamer 211 Forsberg Road Port Angeles, W A 98363 , SUBJECT: Electrical power to new construction at 1027 W 14th Street Dear Mr. Barner; The estimated cost to upgrade the existing transformer that will serve 1027 W 14th Street is $745.00 This estimate is good for 180 days. " You have the option of serving the house either overhead or underground from the transformer pole to your meter base. Installation and future maintenance of underground service wire in conduit is the responsibility if the customer. See attached specification sheet. The work will be scheduled for approximately fou~ weeks after receipt of the estimated amount of$745.00. If the actual cost of the transformer upgrade is more than the paid estimate, there will be no further billing, If the final cost is less, the difference will be refunded to you. When future customers take power from this transformer, you or the current property owner will be refunded a proportionate amount of the original cost if the connection is made within seven (7) years ofthe installation. If you have any questions or concerns, please do not hesitate to contact me at 360-417-4708 or e-mail: gmclain@cityofua.us. Sincerely yours, :; -dJJ 1/1 (.J , pa~ Gail McLain Electrical Engineering Specialist cc James Harper, Electncal Engmeenng Manager Coleman Electnc AI Oman, Electncal Inspector R-,.,..,.....~-~ roger vess; permlttmg } ~~~J-t~~""""~~"" :~ ''<'' 321 EAST FIFTH STREET · POBOX 1150 · PORT ANGELES; WA 98362-0217 PHONE' 360-417-4805 · FAX 360-417-4542 · TTY 360-417-4645 E-MAIL PUBWORKS@CI PORT-ANGELES,WA US -. \j y -.J t ...... ....:t. S \ :~ FROM: RLL WERTHER HERTING & COOLING FRX NO. : 360 452 5177 '....,~~.,. ~ BUILDING PERMIT - APPLICATION W 7'11" Bllilding Pennit - PFe-applkrJtJon .."It befl/J4d 011I complddy. ~:::;iiIt PI.... type Dr priDllD IDk. If you bave my quallo.... please call 417-4815 Applicant or AgCDt:_1\ 11. '-N f~~v \.\t~\\i'C\ ;r r AlZl\; ~ Phone: ...:3t.Lj- z.f<;& - ~ X' r:s Ower: 3"~ ~Cr . Phone: -P(Q()-q~I.{)1..4.~ Addrcu: /027 t{. ;1i1:-. ~J city:Mff(jfrXr;:~ Zip: ilJ"?6L- ArchitClCtlEllsillotr. IV / A , Phone: COD~At vJ~;r~,^~df~\;~Liccose#:ltIlWB/(j50l!J.kxp; rf,11J4 Phone; ~()- 4sz~'1813 . ~. '5{) L ~ tf yf' City: rr II Zip: ~.~ (O"Z- ~QfIQ';~V'll' " ~ -z.7 I /,0 K.:>f.. . LEGAL DUOIDTIONI Lot Block: ""'77 "'J(COVI'ITYPARCEL~: BlIIIa&MU.: CredIt Card': Rpr. 07 2004 01:05PM P2 ~ fOR OffICIAL USE ONl.Y, Do......, 0< - IDID . Permil': 4 -.7-0"f{ Dauo Appvvcd: DIlIIIIuod: TYn: OJl'WOIlK: o lI-.;"-riol ~ew Coaa1r. o MulIi-CImlIy 0 Addilioll o C.. ciII 0 ~I o Repair o Rc-roof o Move c Demolition o Sign ZONINGt ~... Me o WoocIstove o Guage ~ Dook "\ ATlON: Sf.@S ISF."'S SF..@S ISF.-S Sf.:@'S' , /Sf. - S . TOTAL VALUATION ((., C9 ,.. "020. 06 '{VI . 7 JQUXIl'.~nonON OJ! TJD: PJlon:CT; . ec:e I- tf4 COMMlJlCIAUlJESlDINTIAL: Oocupaacy Group: No. ofSJarioI: _ LoI Size: . Exi8IlDa LoI Covens.: Isq. ft. P~GV~ONLY: N....r. Oooupant Load: CouslructioD Type: % Isq. ft. . TOTAL LOT COVERAGE: '....1\ APPROVALS: PJ.AN BLDG. DPW .P'JRE Other: 0'l'BER.- EllAIWeIIaacI(l): 0 Y II 0 No j, BtJlUdNGJIDMn"AI'PLI NfI1IIw. TIle BulIdiaa DiviaioD compleled applicatioa, site plan (fi ON Al.: Y..rilp~....d:sil"p/IuI._beft1lMl_-_"".-~ IObe-."7W,., v' you with more detailed iafonnatioll OIl the appIioation and plan submittal reqWremen1!l. yo.... . . us) lUld building construction plaDs are to be submitted to the Building Division. V ALUA.11O!II'OJ! CONSTRUCTION:. .. aU _.awllladoD _UDI muat be eIltered by the applicaJlt. 'This fipue wi1l be ~ and may be revised by lbe BuildiDg Division to comply willi CllltCDt fee schedules. Contact the Permil Coordiaator at 417-4815 for assiataocc. PLAN.CJmCICJIEE: YOIIl'plUl cbecIi: fee is due althe lime !be buiIdia& pemUlllpplicalioD 8Dd coaalnletion plana arellllbmiaed. AU other permit feel are due at the time of permil issww:c. EXPIRATION OJ! PLAN REVIEW: Iho permit is issued wilbiD 180 da)'l of the dale ofapplicatioa, this.appUcaliAD.,wII1 uplre. TIle Bui1dillg Oflicial CllIl extend the lime for action by the appliClUlt up to 180 day. upDD wrillea requesl by the applicant (sCc: Seetion 107.4 of the Uniform Building Code, c:unenl "ditiOD). No application ean be exlcnded more than once. 1 Mrtby c:crrj& tAllll1u1ve retMl and aDminsd this. applic4tUm atul ToIow th. some to b. In<. atul correct, ond I "'" aullwrizsd /0 apply for tlIl.r p_1L IlItuI."t4nd It is IIDt the Cily~ l.g,1l respo/l$/bll/ty" to determine what permit:; on required; It remallls the applicant'. respolUJbility to det_me wluJt pennits are nquired and 10 obtain .uch, ApplicaJlt ~ ~ \ \,~ ~ "\ Date: 4.t-tIt , T:\FOlUdSIAPPSIB.iklill-"t '. .."''''1'''''' .; Dee 05 03 11:06a , Bobb::l O. Co 1 eman 360-452-7594 p.l lint- ::#)/6 z- I .s ~tr~ . ~.... ELECTRICAL PERMIT APPLICATION PJR OF.~!f"L...!. liSt; o.....u. t.b\d~~.~. p"".,;,----. o.'",AI'P"""""'_ Dalell'lucd_ ""__._......_ 'The Electrical Permit Application must be "fled out comoletelv. /}~ 0' ""'""",ElBc.eonbactn,Agont a/#/?1/9'/</ L;/gJmc PhOOO'.;z. -7,S <+ Pmp""Yo.noc gtREl.f /J.~JW~ (,i?-_<:~ . A,""=s j/),~~~ "Iye _L (l~fl Electr1r:::at Contractor: :J . ;z:If:::'" ..._ license;: up: Ad""",,, Sc?2-<..t ) ItA ~ C;ly. Please type or rvprint in ink. If you have any quustJ.ons.. please call (:.l6a) 417-4735 FOUl numbw: (3&0) 417--4711 Fax.: .;L' '7 ~7 'f- -'/~::z.- 75,-05 Z;p 9"n (" 1: Phune: Phone: Zip: INSTAUAT10N WIRED BY: 0 OW~ )l.ELECTRICAL CONTRACTOR CrerlitCarr!HolrlerName: '("'0 .ItS), 0, a /rd41~ . Billing Address: 5~-? 1.1) / (, of--/. City: IL../ </ Zip: ~S C; ~ VlSAX Me: PROJECT ADDRESS: / (J,:;...,/, LJ /1/ #- TYPE Ol' WORK; Check all thaI apply: 0 New o Alteration/Addition lJ Residential U Multi-family LJ Commercial 0 Mobile HGme Sq. FI o Remote Meier 0 Detached garage 0 Hot Tub U Swim Pool 0 Septic Pump 0 Low Voltage 0 Telecom 0 Sign Number of Cin;uils added or altered: OESCRIPT10~ OF mE ELECTRICAl PROJECT; ~ / e: r?'l- /-7 I ~c::'-.€' LlI e &- Electrical Heat Load AddlUon5 and or Subtractions S9rvice Infonnation ,J Baseboard C Furnace [] Haat Pump o Fan-VVaU _tW/ KW TON_LRA KW f Q Overhead Service o Temp Service o Underground Service Voltage: Phase: 0 1 Service Size: Foodor Size: u3 , hereby certify that I have read and examined this application and know that same to be true and correct, and I am authorized 10 apply for this permit. 'understand it is not the City's legal responsibility to delermine what pem'its are required; it remains the applicBnts responsibility to rJela' at permits are required anrJ to obtain such. ) Crndit Card Holders Signature; h Oat,,; ~ -~ . as OWner or EJec. Cont. Signature: Date:/;l - 5-- 0.3 C:IEI.EClRICALPERMjTAPPLlCA TlON PERMIT FEE: $ 'l'o,9() f) k.. u., /!t~f /!J/8 J{.'3 ;It/) Jt;hft3 .j;(.. /Z/g/o3 Ap.r 22 04 08:51a Bobb~ O. Coleman 360-452-7594 FAI N~ 360 117 171] p. I , 2004!APR/22iTHU 07 44 AM CITY OF PI\ BLOC DEPT P DDi/ODI .. 6i'~:;I"" ~ '_.,~- ,s,. o . ~~ 0"" @ ~i:[) ELECTRICAL PERMIT APPLICATION 1tQl.O!'rJClulJ.t!!ONJ.Y tleo"'lI.<< P........ D.I< AI.1~'o~ltll. P.,.l~d The ElectrICal Permit ApbJicalion must bJJ filled 0....1 ~omD'elelv. please type or r&print in ink. If you hiJve .nr qU$5t1ons, pease eAIl (360) 417-4735 Fax number: (360)417-471' /)3-/0/0 Owner or Ele.. Con"""o' Agon' ~--h?;1,^ Propeny Own., <;17;>/ ..1J111 11 <z :z ,. ",J Adorm //';.?-7)' d -::.."/~ City. EI&Clrlca! Contractor: d 'e--7J.' ... ' '/:-:~~~zc~ City: Phon..,2 -'7/'j'l/ fax.2 '7 <;"<; c/ Phone: /?a Zip. 7' J-~ ~ 3 License .,,; Exp: Phone: Zip: \. Addr",: I I Credit Card Holder Name: ")$lECTRICAl CONTRACTOR' '" L";J~.;'L-k ,- Cily: Zip: INSTAlLATIOIlWIRED BY" "0 OWNER nO. Bitung Address: Credit Card Number: V1SA:_ MC: PROJECT ADDRESS. -r-X TYPE OF WORK: etleck ill! thai apply: 0 New piReSidential 0 Multi-family 0 Commercial o Remote Meter 0 Detached garage D Hot Tu Ft o LoW Voltage 0 Telecom" 0 Sign Number of Circuits added or altsra(l: DESCRIPTION OF THE ELECTRICAL PROJECT: - //""-.y c:J YO (") -~~~ f EI. . traetions Service Information :l Baseboard :D-f umaCe "?HeatPump :J Fan-Waif ..RA5 o Overhead Servic:e o Temp ServIce o Underground Service Voltage; Phase: .fi1'J 0 3 Service Si;re: 2../,./J Feeder Size: I hereby certify that I hay read and xamined this application and know that same to be tNe and corroct, and I am , authorized to apply for this ermif. understand it ;s not the Crly's legal responsibility 10 determine what permits 1 ,re required; it remains the a lie ts responsibility to dete' at per are n ired and to obtain such. , I I , , nl Signature: Oate/Ajl1. -r-- ;2.2 -6 y' Oate: .// .- ,;2. 2~c) >-' Do ~O:1 p:\f\)j)L-- aoN~T ~ '-'- -6...r;..fo;W].(..) P fl4~ ::/ElECTR.ICALPERMITAPPlICATION ( 'I fM t:- uP(~ refJl)e- '- 7G'}JP I ~ 1+- ~ l em i.,.G-77-€~ to~ ~r1-f- f-... ~euJJ PERMIT FEE: $ 70/80 6/1/o1/1cO / erh.~f r I