The URL can be used to link to this page

Home My WebLink About409 S Oak St - BuildingPREPARED 11/20/08 9 07 58 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/20/08 ADDRESS 409 S OAK ST SUBDIV TENANT NBR SYLVIA THOMPSON CONTRACTOR DOUBLE S CONSTRUCTION INC PHONE (360) 417 5205 OWNER CITIFINACIAL MORTGAGE CO PHONE PARCEL 06 30 00 0 0 8835 0000 APPL NUMBER 08 00000571 RES SECOND RESIDENCE REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL99 01 11/20/08 n September 18 2008 4 16 10 PM jlierly PLUMBING FINAL November 19 2008 4 54 02 PM 1pangrle STEVE 460 9423 PLUMBING FINAL SECOND RESIDENCE COMMENTS AND NOTES PREPARED 11/20/08 9 07 58 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT TYP /SQ BL1 01 BAIR 01 BL3 01 BLI 01 BL99 01 11/20/08 PERMIT TYP /SQ ME99 01 PERMIT TYP /SQ PL2 01 409 S OAK ST SUBDIV SYLVIA THOMPSON DOUBLE S CONSTRUCTION INC PHONE (360) 417 5205 CITIFINACIAL MORTGAGE CO PHONE 06 30 00 0 0 8835 0000 08 00000571 RES SECOND RESIDENCE BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 8/12/08 JLL 8/12/08 AP 10/08/08 PB 10/08/08 AP 10/08/08 PB 10/08/08 AP 10/13/08 PB 10/14/08 AP ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 11/20/08 J L MECHANICAL FINAL November 19 2008 4 53 33 PM 1pangrle STEVE 460 9423 MECHANICAL FINAL SECOND RESIDENCE PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 8/29/08 JLL 8/29/08 AP PL2 02 9/18/08 JLL 9/18/08 AP BLDG FOUNDATION FOOTING August 12 2008 8 58 42 AM pbarthol STEVE 460 9423 August 12 2008 3 39 33 PM jlierly BLDG AIR SEAL October 8 2008 8 30 11 AM 1pangrle STEVE 460 9423 AIRSEAL October 8 2008 2 34 12 PM pbarthol BLDG FRAMING October 8 2008 8 27 21 AM 1pangrle STEVE 460 9423 FRAMING October 8 2008 2 34 12 PM pbarthol BLDG INSULATION TIME 01 00 October 13 2008 8 30 23 AM 1pangrle STEVE 460 9423 WALL INSULATION AFTERNOON October 14 2008 8 10 36 AM pbarthol BLDG FINAL November 19 2008 4 52 54 PM 1pangrle STEVE 460 9423 BLDG FINAL SECOND RESIDENCE PLEASE CALL HIM 30 MINUTES BEFORE YOU GET THERE PLUMBING ROUGH IN August 29 2008 9 STEVE 461 2259 PLUMBING HE DIDN T SPECIFY SCHEDULED A ROUGH August 29 2008 4 PLUMBING ROUGH IN September 18 2008 STEVE 461 2259 ROUGH IN PLUMBING 05 32 AM 1pangrle CONTINUED ONTO NEXT PAGE WHAT TYPE OF PLUMBING INSPECTION SO I IN PLUMBING INSPECTION 38 07 PM jlierly 8 20 23 AM 1pangrle PAGE 3 DATE 11/20/08 PREPARED 10/13/08 13 01 35 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/13/08 ADDRESS 409 S OAK ST SUBDIV TENANT NBR SYLVIA THOMPSON CONTRACTOR DOUBLE S CONSTRUCTION INC PHONE (360) 417 5205 OWNER CITIFINACIAL MORTGAGE CO PHONE PARCEL 06 30 00 0 0 8835 0000 APPL NUMBER 08 00000571 RES SECOND RESIDENCE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/12/08 JLL BLDG FOUNDATION FOOTING 8/12/08 AP August 12 2008 8 58 42 AM pbarthol STEVE 460 9423 August 12 2008 3 39 33 PM jlierly BAIR 01 10/08/08 PB BLDG AIR SEAL 10/08/08 AP October 8 2008 8 30 11 AM 1pangrle STEVE 460 9423 AIRSEAL October 8 2008 2 34 12 PM pbarthol BL3 01 10/08/08 PB BLDG FRAMING 10/08/08 AP October 8 2008 8 27 21 AM 1pangrle STEVE 460 9423 FRAMING October 8 2008 2 34 12 PM pbarthol BLI 01 10/13/08 JLL BLDG INSULATION TIME 01 00 ___Are_ October 13 2008 8 30 23 AM 1pangrle STEVE 460 9423 WALL INSULATION AFTERNOON COMMENTS AND NOTES PREPARED 10/08/08 11 11 15 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/08/08 ADDRESS 409 S OAK ST SUBDIV TENANT NBR SYLVIA THOMPSON CONTRACTOR DOUBLE S CONSTRUCTION INC PHONE (360) 417 5205 OWNER CITIFINACIAL MORTGAGE CO PHONE PARCEL 06 30 00 0 0 8835 0000 APPL NUMBER 08 00000571 RES SECOND RESIDENCE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/12/08 JLL BLDG FOUNDATION FOOTING 8/12/08 AP August 12 2008 8 58 42 AM pbarthol STEVE 460 9423 August 12 2008 3 39 33 PM jlierly BAIR 01 10/0 /08 JLL BLDG AIR SEAL October 8 2008 8 30 11 AM 1pangrle STEVE 460 9423 AIRSEAL BL3 01 1b /08 /08 JLL BLDG FRAMING October 8 2008 8 27 21 AM 1pangrle 1 STEVE 460 9423 FRAMING G COMMENTS AND NOTES PREPARED 9/18/08 9 33 43 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 8/29/08 JLL 8/29/08 AP PL2 02 9/18/08 409 S OAK ST SYLVIA THOMPSON DOUBLE S CONSTRUCTION INC CITIFINACIAL MORTGAGE CO 06 30 00 0 0 8835 0000 08 00000571 RES SECOND RESIDENCE 9 LF PLUMBING ROUGH IN August 29 2008 9 STEVE 461 2259 PLUMBING HE DIDN T SPECIFY SCHEDULED A ROUGH August 29 2008 4 PLUMBING ROUGH IN September 18 2008 STEVE 461 2259 ROUGH IN PLUMBING SUBDIV COMMENTS AND NOTES PHONE (360) 417 5205 PHONE 05 32 AM 1pangrle WHAT TYPE OF PLUMBING INSPECTION SO I IN PLUMBING INSPECTION 38 07 PM jlierly 8 20 23 AM 1pangrle PAGE 2 DATE 9/18/08 PREPARED 8/29/08 9 10 30 CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER 409 S OAK ST SYLVIA THOMPSON DOUBLE S CONSTRUCTION INC CITIFINACIAL MORTGAGE CO 06 30 00 0 0 8835 0000 08 00000571 RES SECOND RESIDENCE PERMIT PL 00 PLUMING PERMIT REQUESTED INSP TYP /SQ COMPLETED RESULT PL2 01 8/29/08 JLL rA i DESCRIPTION RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PLUMBING ROUGH IN August 29 2008 9 05 32 AM 1pangrle STEVE 461 2259 PLUMBING HE DIDN T SPECIFY WHAT TYPE OF PLUMBING INSPECTION SO I SCHEDULED A ROUGH IN PLUMBING INSPECTION COMMENTS AND NOTES PHONE (360) 417 5205 PHONE PAGE 3 DATE 8/29/08 Application Number 08 00001040 Application pin number 086080 Property Address 409 S OAK ST ASSESSOR PARCEL NUMBER 06 30 00 0 0 8835 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 0 Application desc 200 amp service new cicuits Owner Contractor Thompson Sylvia 409 w 4th street PORT ANGELES WA 98362 OWNER Date 8/22/08 Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit pin number 132753 Permit Fee 75 00 Plan Check Fee 00 Issue Date 8/22/08 Valuation 0 Expiration Date 2/18/09 Qty Unit Charge Per Extension 1 00 75 0000 ECH EL RM 0 200 1ST SRV FEEDER 75 00 Fee summary Charged Paid Credited Due Permit Fee Total 75 00 75 00 00 00 Plan Check Total 00 00 00 00 Grand Total 75 00 75 00 00 00 1N SPECTIOIN TYPE DATE RESULTS DITCH SERVICE ROUGH Ih F11\ AL COMMENTS: ;oli /05 -Pw °1-4 iv)! lob °tol12 7 et AF ELECTRICAL INSPECTOR PREPARED /12/0 9 46 40 CITY OF PO.' .:.'6nLc.S .Src.CT0P JAMES LIERLY DATE 8/12/0 ADDRESS 409 S OAK ST SUBDIV TENANT NBR SYLVIA THOMPSON CONTRACTOR DOUBLE S CONSTRUCTION INC PHONE (360) 417 5205 OWNER CITIFINACIAL MORTGAGE CO PHONE PARCEL 06 30 00 0 0 8835 0000 APPL NUMBER 08 00000571 RES SECOND RESIDENCE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/12/08 SeD TICKET BLDG FOUNDATION FOOTING August 12 2008 8 58 42 AM pbarthol STEVE 460 9423 COMMENTS AND NOTES PAGE 4 OF PORT f via Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc CONVERT GARAGE TO A SECOND RESIDENCE T\Policies \1102.15R (1/05) CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00000571 620079 409 S OAK ST 06 30 00 0 0 8835 0000 SYLVIA THOMPSON RES SECOND RESIDENCE RESIDENTIAL HIGH DENSITY 23000 Owner Contractor Date 8/01/08 CITIFINACIAL MORTGAGE CO DOUBLE S CONSTRUCTION INC 14415 S 50TH ST STE #100 PO BOX 1386 PHOENIX AZ 85044 PORT ANGELES WA 98362 (360) 417 5205 Structure Information 000 000 COVERT GARAGE TO A LIVING UNIT (ARU) Other struct info TOTAL LOT COVERAGE 29 00 NUMBER OF STORIES 1 00 LOT SIZE 7000 00 TOTAL LOT COVERAGE 2050 00 NUMBER OF UNITS 2 00 Permit PUBLIC WORKS RES WATER SERV Additional desc $100 00 SIDEWALK RESTORATION Permit pin number 131094 Permit Fee 870 00 Plan Check Fee 00 Issue Date 8/01/08 Valuation 23000 Expiration Date 1/28/09 Qty Unit Charge Per Extension BASE FEE 100 00 1 00 770 0000 EA PW W/M 1 SERV 5/8 METER 770 00 Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 131110 Permit Fee 120 00 Plan Check Fee 00 Issue Date 8/01/08 Valuation 23000 Expiration Date 1/28/09 Qty Unit Charge Per 1 00 120 0000 EA SAN SEWER HOOKUP Special Notes and Comments July 17 2008 4 25 08 PM BANDERS BRIAN ANDERS 417 4708 Overhead service attachment to be at the southeast corner of the proposed accessory residential unit July 29 2008 11 46 36 AM tdahlqui Maintain code clearances to overhead power line Extension 120 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 fora period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this 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. Signaturtof Contractor or Authorized ent Date Signature of Owner (if owner is builder) Date CALL 417 -4807 FOR UTILITY 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. SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE INSPECTION TYPE DATE ACCEPTED PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE. 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I 1 T•\Policies\ 1102.15R 1/05] PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE YES 1 NO COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ,ACCEPTED YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING Application Number Application pin number 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 of contrasting color from the background The Fire Department has reviewed the project application and has no comments July 24 2008 5 31 55 PM sroberds The site plan received 7/11/08 identifies that 5 along alley side of existing garage will be removed for parking With this change no land use impacts are anticipated Electrical load calculations and electrical permits are required Service point to be southeast corner of bldg May 20 2008 10 59 13 AM banders Any modifications to the City s electrical facilities will be at the customer s expense Required 25 for parking spaces measured from property line to builing Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Other Fees Fee summary CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00000571 620079 STATE SURCHARGE 4 50 Charged Paid Credited Page 2 Date 8/01/08 Due Permit Fee Total 990 00 990 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 994 50 994 50 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T•\Policies \1102.15R [1/05] CALL 417 -4807 FOR UTILITY 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T•\Policies \1102.15R [1 /05] RESIDENTIAL CONSTRUCTION RW PW ENGINEERING. 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ,ACCEPTED YES' I NO' I CONSTRUCTION RW PW ENGINEERING I FIRE DEPT PLANNING DEPT I BUILDING Application Number 08 00000571 Date 8/01/08 Application pin number 620079 Property Address 409 S OAK ST ASSESSOR PARCEL NUMBER 06 30 00 0 0 8835 0000 Tenant nbr name SYLVIA THOMPSON Application type description N 5 F. Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 23000 Application desc Kew 5F.. CONVERT GARAGE TO A SE.GOND Owner CITIFINACIAL MORTGAGE CO 14415 S 50TH ST STE #100 PHOENIX AZ 85044 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per BASE FEE 21 00 14 0000 THOU BL -2001 25K (14 PER K) Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 3 00 1 00 4 00 7 2500 ECH 10 6500 ECH 14 8000 ECH Permit Additional desc Permit pin number 126565 MECHANICAL PERMIT PLUMBING PERMIT s o g T Forms /Building Division /Building Permit (05/13/08). vpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Contractor DOUBLE S CONSTRUCTION INC PO BOX 1386 PORT ANGELES (360) 417 5205 WA 98362 Structure Information 000 000 COVERT GARAGE TO A LIVING UNIT (ARU) Other struct info TOTAL LOT COVERAGE 29 00 NUMBER OF STORIES 1 00 LOT SIZE 7000 00 TOTAL LOT COVERAGE 2050 00 NUMBER OF UNITS 2 00 BUILDING PERMIT RESIDENTIAL GARAGE INTO SECOND RESIDENCE 126540 389 75 Plan Check Fee 155 90 8/01/08 Valuation 23000 1/28/09 126557 141 60 Plan Check Fee 8/01/08 Valuation 1/28/09 BASE FEE ME VENT FAN ME OTHER APPL N/R ME INSTALL FLOOR /WALL FURNACE Extension 95 75 294 00 00 0 Extension 50 00 21 75 10 65 59 20 6;2 q4 j a 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 has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction vIL� -ate \c■%+tiwti lr� Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING FIRE 1 PLANNING DEPT I BUILDING 417 -4807 417 -4653 417 -4750 417 -4815 BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES. CALL 417 -4886 FOR BACKFLOW PREVENTION 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 AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FINAL FINAL PLANNING DEPT SEPARATE PERMIT tt's SEPA. PARKING /LIGHTING ESA. LANDSCAPING I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED YES 1 NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. I I I I I I I I I I I Application Number Application pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per Extension BASE FEE 50 00 5 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 35 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 July 17 2008 4 25 08 PM GANDERS BRIAN ANDERS 417 4708 Overhead service attachment to be at the southeast corner of the proposed accessory residential unit July 29 2008 11 46 36 AM tdahlqui Maintain code clearances to overhead power line Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background The Fire Department has reviewed the project application and has no comments July 24 2008 5 31 55 PM sroberds The site plan received 7/11/08 identifies that 5 along alley side of existing garage will be removed for parking With this change no land use impacts are anticipated Electrical load calculations and electrical permits are required Service point to be southeast corner of bldg May 20 2008 10 59 13 AM banders Any modifications to the City s electrical facilities will be at the customer s expense Required 25 for parking spaces measured from property line to builing Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T Forms /Building Division /Building Permit (05 /13 /08).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 08 00000571 Date 8/01/08 620079 114 00 Plan Check Fee 00 8/01/08 Valuation 0 1/28/09 STATE SURCHARGE 4 50 Charged Paid Credited Due 645 35 645 35 00 00 155 90 155 90 00 00 4 50 4 50 00 00 805 75 805 75 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES. CALL 417 -4886 FOR BACKFLOW PREVENTION 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 AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT BUILDING PERMIT INSPECTION RECORD 12-681 16 -I3 -o 3 P6 YES 1 NO CONSTRUCTION R.W PW/ ENG 1NEERING 417 -4807 FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I II I 1 BUILDING 417 -4815 1 1 1-x"0 c D 11' ICI- 1 417 -4735 ELECTRICAL LIGHT DEPT 9- lg -o$ �Ivmb�v�5 ou94 I FINAL I'I Zb—O8 DATE 1 FINAL 1 t ZO DO DATE J CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING I I I I I I I I 1 ACCEPTED BY. ACCEPTED BY. PLANNING DEPT SEPARATE PERMIT It's SEPA. PARKING /LIGHTING ESA. LANDSCAPING 1 SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED 1 YES 1 NO cro To Steve Smith Double S Construction PO Box 1386 Port Angeles WA 98362 Shop Drawings Copy of letter COPIES DATE. 2 7/10/2008 Revised Plans FOR BIDS DUE REMARKS Copy to Double S File 4 SEASONS ENGINEERING, INC 619 South Chase Street Port Angeles, WA 98362 (360) 452 -3023 Fax (360) 452 -3047 Email djp_fourse @olypen com LE We are sending you the following items. Prints Change order These are transmitted at checked below X For Approval For Your Use As Requested EROPRANSY Date 7/11/2008 TP# 063000 008835 AL Sylvia Thompson Residence X Attached Under Separate Cover X Plans Samples Specifications Revisions g DESCRIPTION 1 111x G\VII'(' (t(\°1 UAW s RECE1VEP k0‘ e JUL 1 1 2008 CITY OF PORT ANGELES ji) J BUILDING DIVISION r D .ko eft:3 >C2 fie dr ADO e a Q (V C Approved as submitted row Resubmit copies for approval Approved as noted Submit ��l�. Return corrected pints c1/4,0, u Returned for corrections Signed IF ENCLOSURES ARE NOT AS NOTED KINDLY NOTIFY US AT ONCE Perrni Dg_ 5 71 409 S OkK sy' copies for distri y ,�C u PRINTS RETURNED AFTER LOAN TO US 0 ofc N0,3 (N) /I FOR OFF1C AL USE ONLY 1 Date Rec. 1 —t 1 S ',Permit i l Fill out COMPLETELY and in INK. Your application and site plan MUST BE p Approv ed 9, COMPLETE to be accepted for review If you have any questions, call ate Issued: 4 1 1/ ,•CoS• n '7! r I 7 Applicant or Agent: t. 1 ou R\ S l....., k.57- k,Y Phone 4C2.(3 1 9 6 i 23 Owner cks k Vkja o R r., t 5 N 1 I Phone 4 G1- 0 S 09 1 d I r 82-373 r; of (e, Address: k 3 \L1 4 fiH City ?t R Zip cif 3Cn't- Phone 4- 'CZ 3 0 'x' 1 3 Architect/Engineer oa)- �E`t�RSonr ;:redit Card Holder Name: Billing Address: .7redit CardType VISA FYPE OF WORK. 3 Residential Multi family 7 Commercial MC New Constr Addition Remodel Repair Sign IRIEF DESCRIPTION 7 THE PROJECT BUILDING PERMIT APPLICATION Contractor State License CoExp 12t3o f oq Address: Po 40■F t 3 S.G. City• `?tA r)e1) YZ°ii(C� Zip v a��G a �5s PROJECT ADDRESS. t nn rtu �Inf 1 �.I h eeFI ifs W r ZONING LEGAL DESCRIPTION Lot: `,Block: Sf Subdivision. CLALLAM COUNTY PARCEL NUMBER. Re -roof O Move Demolition (360) 417 -4815 Stove Garage Deck Other Or e:11.4, to ►J DP P -6 A 0 0 1oStAfnTi't US- ST7E/VALUATION 'OMMERCIAL/RESIDENTIAL. Occupancy Group 7 0c upan Load. X 3 3 Type: Construction T e lo. of Stories: i Lot Size: 7. 0-cro Existing Sq. Ft. Proposed Sq. Ft. TOTAL Sq.F.t.? ,xisting lot coverage .Qq_ Proposed lot coverage Total lot coverage PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other Phone: Ali I r S Za S' td2 b Exp. Date: SF /SF SF /SF int►e. CQ.1t tv j-i SF /SF -±e Co niT&&• -ol- TOTAL VALUATION $A Z o o j ElA -11-A (=LS Close i s .e., A, 2.A.6 E- o a a APPROVALS: PLAN BLDG DPWU FIRE. OTHER. o p 4 ofd S lire- ?Ai. /4,.tr 9MAc€s o s t g o 3 v, UILDING PERMIT APPLICATION SUBMITTAL. The Building Division can provide you with information on the application and .an submittal requirements if you have questions. ALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed id may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance... LAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are o omitted. All other permit fees are due at the time of permit issuance. KPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The c tir (0 Aiding 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, e Uniform Building Code, current edition). No application can be extended more than once. S E ereby certify that 1 have read and examined this application and know the same to be true and correct. 1 am authorized to apply for this permit and 3 (0 derstand that it is my responsibility to determine what permits are required ,not the City's, and that 1 must obtain such permits prior to work f' h t FORMS IAPPS\Buildingpermit.wpd S J5 S.(et Applicant: A Date: s -tt-o k b rK L' cr 4 4, tx 114 f •,0 4 4at" k ,..,4 4. v''' 4, 1 1 1 4.,, A, 4 r 1,. 0 ”:0' 4', 7 1 n. ..t1' t 1 i 71 r s; 4 eA 4 ri 'f' 1 "k Alf; I i...-. 1., L;:=,.- 1 K. 9 ._'.,.1 ,..1„ I ii.# 1 ,O <t% is 1, „-....0,;. ii--." -.:4, -c.';'' 1 tt'Az..., )1 47'. A' .'i;-if' ff: ■4' 4 -AI L_ j r, ....44'4.„ `'W: a': '1c'S'''`A., ,;:l'10.' t '.z.:2 0 PRESCRIPTIVE APPROACH- SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information Building Department Use Only Lot: Permit C) 8 7 Address n t-.) A Notes City ?R State t1114.. Zip q 3( Contact. 540E Cu.,rt14 Phone 4to c t4Z3 Phone 2 411 $1.o5 FAX 4(1- 5 Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazin Door 1Na11. Wall. i Well a 9 r ea Glazing. 11- Factor Uau,lfed. In .Exterior Slab on If_ option,, Ar Floor of Vertical overhead ..Factor Ceiling .eiling G 'B elow Below :Floor Concrete I Grade Grade Unlimited III Group R 3 0 40 0 58 0.20 R 38 R 30 R 21 R -21 R 10 R 30 R 10 Occupancy Only This Project complies with the following. 1 The project is a single family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed in Table 6 -1 Option III V The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 1 One door that is 24 ft. or less, that does not meet the standards allowed. Location of the door taking this exception 602.6 Exception 2. Doors with a U- Factor of 0 40 allowed without calculations, Option III only Location of the door(s) taking exception. Type of Heat Source: G 1111‘.0 4-A s 4 1 kA- T ..s 1 ry, C I ARKS Please complete and return to Public Works Engineering Department Applicant Information Permanent service Name and address of party responsible for permanent service billing? Contact. Information (if other than above) Site contact: Contractor Electrician Excavator E'S`ingle- family residence Commercial Overhead service ffUnderground service Street address lot number Nearest cross street: Desired connection date Voltage. Check all that apply Applicant's Signature Name S '1 2 I,91p. 1 4.0340 geP Street: 1•1f L„ 4 v City I State I ZIP PA 9,g 3 fo Daytime Phone 1" 0 %CA Name �+EJe Daytime Phone. 46e) g 4 23 Name. Sie: AS N8aUtS Daytime Phone Name: et....) pep— Daytime Phone 4-51 bg o q Name. jsiliffir 6lr,vt3,a— Daytime Phone Project Type Project Information �3g u 4 C3 lk 1F— Electrical transformer serving property is n a pole on the ground Electrical Load Zero amps Total square footage 120 sq ft. Main disconnect size 0120/208 3ph 0277/480 3ph 0480 3W 3ph Other E120/240 1 ph ❑120/240 3ph L Standard residential loads (Lighting refrigerator dishwasher washer) A/C FLA) Range /Oven Hot Tub Clothes Dryer krieating Pumps Hp) Rwater Heater Elevator Hp) Other Supporting Documentation Please provide a copy of the following *Detailed plot plan (dwg or dxf format mandatory for subdivisions) *Electrical one -line drawing showing the service entrance panel and location *Connected load data. *Size and locked rotor amps of all motors over 50hp MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4709 EMAIL. rlarson @cityofpa.us Information form N \PWKS\ LIGHT \ENGR #Originals\informalion form Electrical Service Information Form Public Works Engineering Department (360) 417 -4700 Home Phone: Title e.axrt a.actni_. Company Company Company ❑Multi- family residence of units ❑Subdivision of lots ❑General service ❑Other New Dt2,P Cv #J '6E V 06Ql tzao'I'v N..ti Date `5 12 --o 8 WS Revised 4 -17 -08 Remodel Structural Design for Sylvia Thompson Port Angeles, WA 98362 TP# 063000 008835 v E I EXPIRES A 04 4 SEASONS ENGINEERING, INC 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 c-o` (7)c s E 4SEASONS ENGINEERING, INC Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for Enclosed is the structural design of the Remodel for Sylvia Thompson At this time, portions of this structure that have been reviewed by the engineer include 1 Lateral Forces 2 Beams and Headers 3 Foundation Structural Design Sylvia Thompson 138 W 4th St. Port Angeles, WA 98362 Please give me a call if you need any additional information Sincerely Donna J Petersen P E. (360) 452-3023 Fax (360) 452 -3047 619 S. Chase Street Port Angeles, WA 98362 May 12, 2008 Structural Design Sylvia Thompson 138 W 4th St. Port Angeles, WA 98362 DESIGN CRITERIA ELEVATION LESS THAN 625 FT SNOW LOAD GROUND= 25 PSF SNOW ROOF 25 PSF LIVE LOAD 40 PSF (FLOOR) DEAD LOAD =10 PSF (FLOOR) DEAD LOAD 10 PSF (ROOF) DEAD LOAD 7 PSF (CEILING) WIND SPEED, VFM 85 MPH 3 SEC GUST, Vas 100 MPH EXPOSURE C SEISMIC ZONE D SOIL BEARING 1500 PSF REFERENCES (1) (3) (4) (6) (6) (10) DESIGN STRESSES DOUGLAS FIR/LARCH #2- 2 4 x Fb 900 PSI Ft= 575 PSI Fv 180 PSI E= 1 6 (10) PSI DOUGLAS FIR/LARCH #1 &BETTER Fb 1200 PSI Ft 800 PSI F =180 PSI E= 1 8 (10) PSI HEM FIR #2 -2 &4x Fb 850 PSI F 525 PSI Fv 150 PSI E= 1.3 (10) PSI GLU -LAM BEAMS 24F -V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 265 PSI E= 1.8 (10) PSI INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL RESIDENTIAL CODE 2006 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7 -05 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005 (NDS -05) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2005 (ACI 318 -05) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 2005 (ACI 530 -05) SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS 2005 (ASCE 360) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG -TIE ROSBORO -APA WOODCAD, VERSION 1 1 by ROSBORO GLULAM RESOURCES 2000 RISA -2D RAPID INTERACTIVE STRUCTURAL ANALYSIS 2- DIMENSIONAL VERSION 6.5 General Notes 1 Ground snow load 25 PSF roof snow load 25 PSF 2. Maximum soil bearing capacity 1500 PSF 3. Seismic Zone D1 4. Wind, VFM 85 MPH, 3 second gust, V3 100 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 roof snow load and appropriate snow drifts as noted in the IBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to L/360. Total load deflection will be limited to L/240. 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. 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 2006 International Building Code. 2. Concrete shall attain a 28 day strength of F'c= 2500 psi, 51/2 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' #6 bars or smaller 1 -1/2' Walls interior face 3/4' 8. Footings shall bear on solid unyielding natural earth free of organic materiall2' below original grade. 9. Concrete slabs in living spaces shall be 4 inches thick minimum, with 6x6, 10 ga W W.M. over 2' clean damp sand, over 6 mil vapor barrier over 4' crushed rock, over compacted subgrade. 10. Other concrete slabs shall be 4 inches thick minimum, with 6x6, 10 ga W.W.M. over 4' crushed rock, over compacted subgrade. Wood Framing Notes (The Following apply unless shown on the plans) All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2006 IBC. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 2304.9.1 of the 2006 IBC 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 2x_ studs and blocking to be Douglas Fir construction, Spruce /Pine /Fir construction, or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No. 2. 6. All structural headers to be 4x_ Douglas Fir No. 2. 7 All Glu -lam beams to consist of Douglas Fir kiln dried 24F -V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather and /or moisture shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather and/or in ground contact shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors, nails, bolts, and other fasteners in contact with pressure treated wood shall have the following finishes: Wood Treatment CCA -C and DOT Sodium Borate (SBX) ACQ -C, ACQ -D, CBA -A, CA -B, Other Borate (Non DOT) Steel Ammonlacal Copper Zinc Arsenate (ACZE) and other pressure treated woods. I Finish I Galvanized, 0.60 oz/ft Post Hot -Dip Galvanized, ZMAX galvanized, 1.85 oz/ft or SST300- Stainless Steel SST300- Stainless Steel 11 When using Stainless Steel or hot -dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot -Dip Galvanized metals will occur 12. Individual members of built -up posts and beams shall each be attached with 16d spikes at 12' o.c. staggered. 13. All columns in framed walls to be well nailed Into adjacent framing in order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers, or double 2x10 headers over and one trimmer and one king stud each side of all openings 5 feet or less in width in stud bearing walls not detailed otherwise. 16. Provide 4x10 headers, or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet In width In stud bearing walls not detailed otherwise. 17 Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings in non structural stud walls not detailed otherwise. 18. At joist areas: Provide solid blocking at bearing points and at intermediate bearing locations. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise. 20. Toenail joists to supports with 2 -16d nails, 2 -10d box nails for TJI Joists. 21 Attach Joists to flush headers and beams with Simpson 'U' series metal joist hangers to suit the joist size. 22. 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. 23. 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. 24. Provide continuous solid blocking at mid- height of all stud walls over 10' in height unless wall is blocked per shear wall note. 25. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. Sylvia Thompson 1;38 W 4th St. Poll: Angeles, WA 98362 LATERAL 2006 IRC1 WALL 'LEVEL 1METHOD LINE 1 13 OR 5 1 1 A C D V. 1 'ROOF& CEILING DL= I 1 HEIGHT' LENGTH 1 INTERIORICONT 1 WALL ?(WIDTH FT 1 FT 31 r ;301 ..F, 1 01. <.241 11. 31 ..101 24 1 10' MAX CEILING HEIGHT (ASSUMED) 2006 IRC LATERAL BRACING BRACED WALL LINES WITH CONTINUOUSLY SHEATHED EXTERIOR WALLS 15IPSF 'MAX I% WALL 'OPENING IREQ'D 'HEIGHT 1 MAIN LEVEL 6.71 41 6.71 6.71 0.21 0.21 0.21 0.21 1 'TABLE 1R602.10.5 I 0.91 0.81 0.91 0.91 1 'TABLE 1R602.10.11 1 1 1 1 1 11 1 1 1 'TABLE 1 R301.2.2.4 1 11 11 1 11 (MINIMUM 1 (BRACE (LENGTH 'PANEL (REQUIRED 'WIDTH 1 2.6 2.5 2.6 2.6 5 5 4 4 TOTAL 1 BRACING 1PROVIDED 8 8 8 8 Input Data besligl%s x1 iNr `2 E Left Cantilever None Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: L/240 Eb. 1300000 psi User Defined Loads 01 BAY WINDOW HEADER -Roof Beam 4 Seasons Engineering Inc. Project: 138 W 4TH ST PORT ANGELES WA 98362 Job SYLVIA THOMPSON Client: SYLVIA THOMPSON Dead Design Checks Max. Value Allowable of Allow Location i §_up Reactions and Bearing 3658.5 5156.59 71 Wf 0' Program Version 8.2 12/17/2004 1 44 A 414, Main Span: 9' Tributary Width: 14' Live Load: 40 psf Allow TL Deflection: L/180 F 170 psi Dlstaiie s load :99 h Uniform 0' 1.5 1.5 814.816 1093.75 74 I 4'6' actibn``' 3658.5 3658.5 Self- weight of member is not included. Member has an actuaVallowable ratio in span 1 of 74 le Design is governed by bending fb /Fb. Governing load combination is Dead +Roof Live w /Pattern Loads. Maximum hanger forces: 3658.5 Ib (Left) and 3658.5 Ib (Right). sti'ear' 70.164 212.5 33t 8'1/2' iN 9' Page 1 1503 08 05/12/08 Designed by Donna Petersen P E. Checked by Right Cantilever None Slope: 0:12 Snow Load: 25 psf DOL. 1.250 Fb. 875 psi 15 0.0912 0.45 20 le 4'6' 0.1324 0.6 22 le 4 '6' Input Data 41t1 Left Cantilever None Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: 1/240 Eb. 1600000 psi User Defined Loads Dead Design Checks 't• Max. Value 1829.25 Allowable 3281 47 of Allow 56 t' Location 0' Reactions and Bearing Program Version 8.2 12/17/2004 02 WINDOW HEADER-Roof Beam 4 Seasons Engineering Inc. Project: 138 W 4TH ST PORT ANGELES, WA 98362 Job SYLVIA THOMPSON Client: SYLVIA THOMPSON Uniform 440 '04 0 1.5 4'6' 1.5 E Main Span: 4'6' Tributary Width: 14' Live Load: 40 psf Allow TL Deflection: L/180 F 180 psi 6 1? 0 **AC* 1829.25 1829.25 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 96 Design is governed by bending fb/Fb. Governing load combination is Dead+Roof Live w/Pattern Loads. Maximum hanger forces: 1829.25 Ib (Left) and 1829.25 Ib (Right). itancaits),49, 4,4 apftgtpel Strt Load Page 1 15 08 35 05/12/08 Designed by Donna Petersen P E. Checked by II:. 41 Right Cantilever None Slope: 0:12 Snow Load: 25 psf DOL. 1.250 Fb. 900 psi 40" ;;Loadiatl, 4 tart ?gr40' Ait 15 Oipshor_ lil Og ire! LLtrefli -k REfaiitt 1399 47 116.424 -0.0665 -0.0966 1462.5 225 0.225 0.3 96 52 le 29 tt 32 It 2'3' 5-1/2' 2'3' 23' cg~ o ~ Ii eEl V E D:LECTRICAL WORK PERMIT APPLICATION. , J' "" 1'. Job wired by o Electrical Contractor ~ner L' b UGHT~~ Icensc num cr ate xplres Installation description / D Commercial IIJ Residential Electrical contractor name DNew ~ltcredl Addition CJ ex) \ Purchaser's mailing address . 3'.f' tv qT~ S{: Citv 'A,rf A1Je/k! Telephone number ~ - 'IS'7 -Oe'd Stale ZIP W,f q~,?C< FAX number C?77 - S~:L-373S- W \ '" : ('-. ~ r\..L.-V::> ''C.-~;~C.p ..-' d( h.. C 0 ""-~ ~~ u ? ::)e...,,-,', c.--e.......-. ~ Premises o"'","ner:s name _/ ~v 1/10. In O~.s ~..J Address of inspection 'IOq s Oaf:< Sf CitV~1" 4- I Pho~e nU~b" to s~~e ~:sp"tiO~,j o ~ o 9f3~r1, Owner as defined hy RCWJ9.18.261:(l) Owner will occupy the structure for two )/ears (!fier this electrical permit is finalized. (2) Chvner is required to hire an electrical contracTOr if above said property is for sale, rent or lease After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal~ lation or altcration in compliancc with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46H, The City of Port Angeles Municipal Code, and Utility Specifications. Signature owner, electrical contractor or electrical administrator o Cash ';:)'-\ \ \S ~ a... ~h""<n~~ o Check # \ Date: ~ IB-DB Card # Expiration Date of card \\ LAR ~verhead Service o Temp Service o Underground Service Voltage -z."lO V. Phase q"i 0 3 Service Size: ~A. Feeder Size: 4/0 SAME DAY INSPECTION, CALL BEFORE 7:00 ~I\'L360-417-4735 ROUGH-IN THERMOSTAT SERVICE loll! Cf3, 'feBY rD I, lOB ~ ., Dlte Date Approved By I J1ate Appro\ed By /' _AL DITCH FEEDER [),! ~/ Date Approwd By "- Dale AppmvedBy~ Inspection Area, Building or Equipment Inspected Action Taken Electrical .' Date Inspector J -JI-or ()t- - .....,$+ <,tr;k SF c...- .f ".~.t-/I.W ,.-.Ii-.:.- Af (iJA / / t ~~ 4t.{) QL/2'3 , . , ELECTRICAL INSPECTION WIRING REPORT 417-4735 ADDRESS 6 APPROVED NOT APPROVED o .................... DITCH . . . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . .~ D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . .'lZl, D. . . . . . . . . . . . . . . . . . . . . FINAL _ . . . . . . . . . . . . . . . . . . . 0 CORRECTIONS NEEDED: ~--nZ.1 \Z 'E.. K-r-(,DB R~QVltz.O ~AC 29b- '1.b~ Z"3'IJ_ 1 .. ZA t'L ~ v>, P!:l5. ~ "5A<:. p, ~~ h .~ 17 Go e:. or z-rll~ r- \ \..\ \ 'Il.~ "'9"0.1,[ t-'\.p,.ST" "\ 0 "B1IE. S" ?"i"Z>1?-- TEl> ~ ( -z. \J~cl.> W.J>..C --:2.Cf?'-4l::,-2..3l), ) '\M~)( ,;,,~ f'lul~~ ("'f')N'.V(.)C{i0j2:....$ ))1f:...C-- IJQ. lc..f ~1<;CONI\l4f.C.' l<:}'r","C>I12-~ J'O~ ""'71t-c.lC- J.lIU<TfZJZ.~ (.."rz.~t(IE.JL AnGk) N"'-r tf1D. 7q NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 - .. ;::-, "" <f 1;::-1'; " o It .~ /;., ':1~ /.~"~ a'S~"~....t<j ~r.... . ~ 7 " -in " ."" 'rA- ..... F - -~-