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HomeMy WebLinkAbout1944 Village Cir - BuildingLinda Pangrle From. Ken Dubuc Sent: Thursday August 11 2011 10'45 AM To Linda Pangrle Subject: inspections Linda, Here is some info for you 1925 Village Circle 10 -1514 1929 Village Circle 10 -1513 1933 Village Circle 11 -78 1940 Village Circle 11 -125 1944 Village Circle 11 -12G.:. 1119 Village Place 11 -276 1123 Village Place 11 -277 All of these were finaled on 7 22 2011 Thanks, Ken 1 PREPARED 7/27/11 8 10 52 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/27/11 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 12/02/10 JLL 12/02/10 AP PL2 01 3/09/11 JLL 3/09/11 AP PL99 01 7/27/11 PLUMBING WATER SUPPLY December 1 2010 3 58 26 PM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO BLDG December 2 2010 4 16 30 PM jlierly PLUMBING ROUGH IN March 9 2011 8 21 45 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING March 9 2011 4 51 59 PM jlierly PLUMBING FINAL July 26 2011 9 31 56 AM 1pangrle BRUCE 912 0079 PLUMBING FINAL COMMENTS AND NOTES PREPARED 7/27/11 8 10 52 CITY OF PORT ANGELES REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES LIERLY ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR FRAMING RIM JOIST TOE NAILS MORNING December 21 2010 8 41 32 AM pbarthol BL9 01 2/18/11 JLL BLDG SHEARWALL 2/18/11 AP February 18 2011 8 43 04 AM 1pangrle BRUCE 912 0079 SHEARWALL February 18 2011 4 51 57 PM jlierly BL3 03 4/14/11 PB BLDG FRAMING 4/15/11 AP April 14 2011 8 20 23 AM 1pangrle BRUCE 912 0079 FRAMING April 15 2011 8 48 33 AM pbarthol BAIR 01 4/20/11 JLL BLDG AIR SEAL 4/20/11 AP April 20 2011 8 31 26 AM 1pangrle BRUCE 912 0079 AIRSEAL April 20 2011 3 57 25 PM jlierly BLI 01 4/22/11 JLL BLDG INSULATION 4/22/11 AP April 22 2011 8 19 51 AM 1pangrle BRUCE 912 0079 WALL INSULATION April 22 2011 4 09 54 PM jlierly BLDR 01 4/27/11 JLL BLDG DRYWALL IBWP 4/27/11 AP April 27 2011 8 09 55 AM 1pangrle BRUCE 912 0079 IBWP April 27 2011 4 22 52 PM jlierly PW99 01 7/19/11 RV PUBLIC WORKS FINAL 7/19/11 AP Agg July 20 2011 7 19 43 AM rvess July 20 2011 7 20 04 AM rvess BL99 01 7/27/11 BLDG FINAL July 26 2011 9 31 18 AM 1pangrle BRUCE 912 0079 BUILDING FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 7/27/11 MECHANICAL FINAL July 26 2011 9 31 36 AM 1pangrle BRUCE 912 0079 MECHANICAL FINAL CONTINUED ONTO NEXT PAGE PAGE 8 DATE 7/27/11 PREPARED 4/27/11 8 12 45 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1944 VILLAGE CIR TENANT NBR STEPHANIE HOLCOMB CONTRACTOR OWNER PARCEL APPL NUMBER BL3 03 4/14/11 PB 4/15/11 AP BAIR 01 BLDR 01 4/27/11 STEPHANIE HOLCOMB 06 30 13 5 7 0270 0000 10 00000513 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL9 01 2/18/11 JLL 2/18/11 AP 4/20/11 JLL 4/20/11 AP BLI 01 4/22/11 JLL 4/22/11 AP INSPECTION TICKET FRAMING RIM JOIST MORNING December 21 2010 8 BLDG SHEARWALL February 18 2011 8 BRUCE 912 0079 SHEARWALL February 18 2011 4 BLDG FRAMING April 14. 2011 8 20 BRUCE 912 0079 FRAMING April 15 2011 8 48 BLDG AIR SEAL April 20 2011 8 31 BRUCE 912 0079 AIRSEAL April 20 2011 3 57 BLDG INSULATION April 22 2011 8 19 BRUCE 912 0079 WALL INSULATION April 22 2011 4 09 BLDG DRYWALL IBWP April 27 2011 8 09 BRUCE 912 0079 IBWP SUBDIV PHONE PHONE COMMENTS AND NOTES TOE NAILS 41 32 AM pbarthol 43 04 AM 1pangrle 51 57 PM jlierly 23 AM 1pangrle 33 AM pbarthol 26 AM 1pangrle 25 PM jlierly 51 AM 1pangrle 54 PM jlierly 55 AM 1pangrle PAGE 2 DATE 4/27/11 PREPARED 4/22/11 8 22 12 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER REQUESTED TYP /SQ COMPLETED BL9 01 2/18/11 2/18/11 BL3 03 4/14/11 4/18/11 BAIR 01 4/20/11 4/20/11 1944 VILLAGE CIR STEPHANIE HOLCOMB STEPHANIE HOLCOMB 06 30 13 5 7 0270 0000 10 00000513 RES NEW SFR INSP DESCRIPTION RESULT RESULTS /COMMENTS JLL AP PB AP JLL AP INSPECTOR JAMES LIERLY FRAMING RIM JOIST MORNING December 21 2010 8 BLDG SHEARWALL February 18 2011 8 BRUCE 912 0079 SHEARWALL February 18 2011 4 BLDG FRAMING April 14 2011 8 20 BRUCE 912 0079 FRAMING April 15 2011 8 48 BLDG AIR SEAL April 20 2011 8 31 BRUCE 912 0079 AIRSEAL April 20 2011 3 57 BLDG INSULATION April 22 2011 8 19 BRUCE 912 0079 WALL INSULATION SUBDIV PHONE PHONE COMMENTS AND NOTES TOE NAILS 41 32 AM pbarthol 43 04 AM 1pangrle 51 57 PM jlierly 23 AM 1pangrle 33 AM pbarthol 26 AM 1pangrle 25 PM jlierly 51 AM 1pangrle PAGE 2 DATE 4/22/11 PREPARED 4/20/11 8 32 55 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS 1944 VILLAGE CIR TENANT NBR STEPHANIE HOLCOMB CONTRACTOR OWNER PARCEL APPL NUMBER REQUESTED TYP /SQ COMPLETED BL3 03 4/14/11 PB 4/15/11 AP BAIR 01 STEPHANIE HOLCOMB 06 30 13 5 7 0270 0000 10 00000513 RES NEW SFR BL9 01 2/18/11 JLL 2/18/11 AP INSP DESCRIPTION RESULT RESULTS /COMMENTS INSPECTOR JAMES LIERLY FRAMING MORNING December 21 2010 BLDG SHEARWALL February 18 2011 BRUCE 912 0079 SHEARWALL February 18 2011 BLDG FRAMING April 14 2011 8 BRUCE 912 0079 FRAMING April 15 2011 8 48 BLDG AIR SEAL April 20 2011 8 31 BRUCE 912 0079 AIRSEAL SUBDIV PHONE PHONE RIM JOIST TOE NAILS COMMENTS AND NOTES 8 41 32 AM pbarthol 8 43 04 AM 1pangrle 4 51 57 PM jlierly 20 23 AM 1pangrle 33 AM pbarthol 26 AM 1pangrle PAGE 2 DATE 4/20/11 PREPARED 4/14/11 8 23 29 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/14/11 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL9 01 2/18/11 JLL BLDG SHEARWALL 2/18/11 AP February 18 2011 8 43 04 AM 1pangrle BRUCE 912 0079 SHEARWALL February 18 2011 4 51 57 PM jlierly BL3 03 4/14/11 JLL BLDG FRAMING FRAMING RIM JOIST TOE NAILS MORNING December 21 2010 8 41 32 AM pbarthol April 14 2011 8 20 23 AM 1pangrle BRUCE 912 0079 FRAMING COMMENTS AND NOTES PREPARED 3/09/11 9 13 34 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/09/11 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 12/02/10 JLL PLUMBING WATER SUPPLY 12/02/10 AP December 1 2010 3 58 26 PM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO BLDG December 2 2010 4 16 30 PM jlierly PL2 01 3/09/11 L PLUMBING ROUGH IN March 9 2011 8 21 45 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 2/18/11 8 44 07 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/18/11 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL9 01 2/181 FRAMING RIM JOIST TOE NAILS MORNING December 21 2010 8 41 32 AM pbarthol BLDG SHEARWALL February 18 2011 8 43 04 AM 1pangrle BRUCE 912 0079 SHEARWALL COMMENTS AND NOTES 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 INSTALL A FIRE SPRINKLER SYSTEM Owner Fee summary Permit Fee Total Plan Check Total Grand Total CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, WA 98362 11 00000126 221372 1944 VILLAGE CIR 06 30 13 5 7 0270 0000 STEPHANIE HOLCOMB FIRE SPRINKLER SYSTEM RESIDENTIAL HIGH DENSITY 1875 Contractor Special Notes and Comments A full acceptance test will be required for the fire sprinkler system Call for cover inspection for all sprinkler installations Charged Paid Credited 00 00 00 00 00 00 00 00 00 g sL, a//610 Date 2/15/11 STEPHANIE HOLCOMB INNOVATED FIRE SPRINKLERS 1334 SAMARA DR 81 NEW HAVEN LANE PORT ANGELES WA 98363 PORT ANGELES (360) 670 8694 (360) 452 7583 Structure Information 000 000 FIRE SPRINKLER SYSTEM WA 98362 Permit FIRE SPRINKLER RESIDENTIAL Additional desc FIRE SPRINKLER SYSTEM Permit pin number 181297 Permit Fee 00 Plan Check Fee 00 Issue Date 2/15/11 Valuation 1875 Expiration Date 8/14/11 Due 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 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 recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 3rovisions of any state or local law regulating the work specified in the permit. Signature of Contractor or Aut`h'orized Agent Date Signature of Owner (if Owner is builder) Date FIRE PERMIT INSPECTION RECORD Call 360 -417 -4655 for fire 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. Inspection Type Date Passed I Comments FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final .1_2Z_11 KM FIRE ALARM Rough -in inspection Alarm final LP -GAS Completed by Contractor Underground piping inspection /pressure test Test #1 Above ground piping inspection/pressure test Piping pressure test Tank (container) inspection Time initiated Test #2 Appliance inspection Piping pressure test Time initiated LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE 2/15/00 psi psi 1 I Applicant or Agent vac e_ Q-/✓' Owner S fe t-±cr C` c) Ga Owner's Addtss ''a 3 (4 c- �,n�C, u'-� 0 Contractor /Engineer I1b43'V 47El,' F _1 1 Contractor /Engineer's Address u p.A License /,t.1/1/0 V d PROJECT ADDRESS 9 V L'/ Q, C. i v c (J2_ Parcel Number Project Type Brief Description. Check all that apply ?New Construction Addition Remodel Repair Re -roof Demolition Sign Heat System Other BUILDING PERMIT APPLICATION Print in ink For City Use Orly Date Received Permit 1\ -12. Date Approved CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 )?Ckesidential Commercial Multi- family Industrial wall- mounted projecting freestanding awning other Total sign area sq ft. Maximum allowed sign area sa ft. Heat pump wood burning stove gas fireplace pellet stove other Floor Areas Existing (sq. ft.) Proposed (so. ft.) Basement 1 S1 Floor 2 Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures sq ft. Lot size Max height of proposed structures Will a lawn sprinkler system be installed? Will a fire snnkler system be installed? ft. Occupancy group Occupant load Construction type I have read and completed this application and know it to he true and correct understand that it is my responsibility to determine what permits are required projects. Date 2 /.3 t' Print Name 1 i�c 1 L' Qom` Signatu T Forms /Building Division/Bldg Permit Appl. -2006 Code doc Phone Z 7S 3 Phone ?c c7 C. `7 'Phone y.y Expires 81,21/ TOTAL VALUATION /87 "s; o sq ft. Lot coverage re Lot Z 7 Zoning per sq ft. of bedrooms of full baths of half baths I am authorized to apply for this permit and and to obtain permits prior to working on PREPARED 12/20/10 9 23 05 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/20/10 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 11 /10 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 11/10/10 AP November 9 2010 4 01 08 PM 1pangrle BRUCE 912 0079 FOOTINGS HE REQUESTED THE EARLIEST POSSIBLE MORNING INSPECTION SO THEY CAN POUR TODAY November 10 2010 4 36 53 PM jlierly BL2 01 11/12/10 PB BLDG FOUNDATION STEM WALL TIME 01 00 11/12/10 AP November 12 2010 8 28 33 AM 1pangrle BRUCE 912 0079 STEMWALL AFTERNOON November 12 2010 4 53 01 PM pbarthol BLFD 01 11/22/10 PB BLDG FOUNDATION DRAINAGE 11/23/10 CA November 19 2010 4 27 28 PM 1pangrle STAN 461 1834 FOUNDATION DRAINAGE PLEASE INSPECT AS EARLY AS POSSIBLE unable to inspect because of snow reschedule inspection DSD 01 11/22/10 PB BLDG DOWN SPOUT DRAINS 11/23/10 CA November 19 2010 4 27 13 PM 1pangrle STAN 461 1834 DOWNSPOUT DRAINS PLEASE INSPECT AS EARLY AS POSSIBLE unable to inspect because of snow reschedule inspection BLFD 02 11/30/10 JLL BLDG FOUNDATION DRAINAGE 11/30/10 AP November 30 2010 8 28 24 AM 1pangrle STAN 461 1834 FOUNDATION DRAINAGE November 30 2010 4 38 55 PM jlierly DSD 02 11/30/10 JLL BLDG DOWN SPOUT DRAINS 11/30/10 AP November 30 2010 8 28 09 AM 1pangrle STAN 461 1834 DOWNSPOUT DRAINS November 30 2010 4 38 55 PM jlierly BL3 01 12/15/10 JLL BLDG FRAMING TIME 01 00 12/15/10 DA December 15 2010 8 10 59 AM 1pangrle BRUCE 912 0079 SUBFLOOR NAILING AFTERNOON December 15 2010 4 33 00 PM jlierly Nail rim joist to mud sill 6 oc around perimeter/j11 BL3 02 12/20/10 JLL BLDG FRAMING TIME 09 00 December 20 2010 9 15 00 AM 1pangrle BRUCE 912 0079 CONTINUED ONTO NEXT PAGE PREPARED 12/15/10 8 12 39 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/15/10 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 11 /10 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 11 /10 /10 AP November 9 2010 4 01 08 PM 1pangrle BRUCE 912 0079 FOOTINGS HE REQUESTED THE EARLIEST POSSIBLE MORNING INSPECTION SO THEY CAN POUR TODAY November 10 2010 4 36 53 PM jlierly BL2 01 11/12/10 PB BLDG FOUNDATION STEM WALL TIME 01 00 11/12/10 AP November 12 2010 8 28 33 AM 1pangrle BRUCE 912 0079 STEMWALL AFTERNOON November 12 2010 4 53 01 PM pbarthol BLFD 01 11/22/10 PB BLDG FOUNDATION DRAINAGE 11/23/10 CA November 19 2010 4 27 28 PM 1pangrle STAN 461 1834 FOUNDATION DRAINAGE PLEASE INSPECT AS EARLY AS POSSIBLE unable to inspect because of snow reschedule inspection DSD 01 11/22/10 PB BLDG DOWN SPOUT DRAINS 11/23/10 CA November 19 2010 4 27 13 PM 1pangrle STAN 461 1834 DOWNSPOUT DRAINS PLEASE INSPECT AS EARLY AS POSSIBLE unable to inspect because of snow reschedule inspection BLFD 02 11/30/10 JLL BLDG FOUNDATION DRAINAGE 11/30/10 AP November 30 2010 8 28 24 AM 1pangrle STAN 461 1834 FOUNDATION DRAINAGE November 30 2010 4 38 55 PM jlierly DSD 02 11/30/10 JLL BLDG DOWN SPOUT DRAINS 11/30/10 AP November 30 2010 8 28 09 AM 1pangrle STAN 461 1834 DOWNSPOUT DRAINS November 30 2010 4 38 55 PM jlierly BL3 01 12/15/10 L BLDG FRAMING TIME 01 00 December 15 2010 8 10 59 AM 1pangrle BRUCE 912 0079 SUBFLOOR NAILING AFTERNOON COMMENTS AND NOTES VZ. V Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New home Owner STEPHANIE HOLCOMB 1334 SAMARA DR PORT ANGELES Permit Additional desc Permit pin number 178376 Permit Fee 145 50 Issue Date 12/03/10 Expiration Date 6/01/11 Qty 1 00 1 00 Unit Charge 110 3000 35 2000 Fee summary Charged Permit Fee Total Plan Check Total Grand Total WA 98363 ELECTRICAL NEW RESIDENTIAL Per ECH ECH 145 50 00 145 50 INSPECTION TYPE DATE. DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 10 00001410 713020 1944 VILLAGE CIR 06 30 13 5 7 0270 0000 ELECTRICAL ONL RESIDENTIAL HIGH DENSITY 0 145 50 00 145 50 Contractor OLYMPIC WIRING INC 9601 PROVOST ROAD NW SILVERDALE WA 98383 (360) 692 0134 Plan Check Fee Valuation EL R SQFT FIRST 1300 EL R SQFT ADDITIONAL 500 Paid Credited 00 00 00 RESULTS 12l&Jln 12.211 i .P Date 12/03/10 00 0 Extension 110 30 35 20 Due 00 00 00 INSPECTOR. 7iNp Date: REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) v PREPARED 11/30/10 8 29 31 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/30/10 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 11 /10 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 11/10/10 AP November 9 2010 4 01 08 PM 1pangrle BRUCE 912 0079 FOOTINGS HE REQUESTED THE EARLIEST POSSIBLE MORNING INSPECTION SO THEY CAN POUR TODAY November 10 2010 4 36 53 PM jlierly BL2 01 11/12/10 PB BLDG FOUNDATION STEM WALL TIME 01 00 11/12/10 AP November 12 2010 8 28 33 AM 1pangrle BRUCE 912 0079 STEMWALL AFTERNOON November 12 2010 4 53 01 PM pbarthol BLFD 01 11/22/10 PB BLDG FOUNDATION DRAINAGE 11/23/10 CA November 19 2010 4 27 28 PM 1pangrle STAN 461 1834 FOUNDATION DRAINAGE PLEASE INSPECT AS EARLY AS POSSIBLE unable to inspect because of snow reschedule inspection DSD 01 11/22/10 PB BLDG DOWN SPOUT DRAINS 11/23/10 CA November 19 2010 4 27 13 PM 1pangrle STAN 461 1834 DOWNSPOUT DRAINS PLEASE INSPECT AS EARLY AS POSSIBLE unable to inspect because of snow reschedule inspection BLFD 02 11/30/10 JLL BLDG FOUNDATION DRAINAGE November 30 2010 8 28 24 AM 1pangrle STAN 461 1834 FOUNDATION DRAINAGE DSD 02 11/30/10 JLL BLDG DOWN SPOUT DRAINS November 30 2010 8 28 09 AM 1pangrle STAN 461 1834 DOWNSPOUT DRAINS COMMENTS AND NOTES PREPARED 11/22/10 8 26 38 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/22/10 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 11 /10 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 11 /10 /10 AP November 9 2010 4 01 08 PM 1pangrle BRUCE 912 0079 FOOTINGS HE REQUESTED THE EARLIEST POSSIBLE MORNING INSPECTION SO THEY CAN POUR TODAY November 10 2010 4 36 53 PM jlierly BL2 01 11/12/10 PB BLDG FOUNDATION STEM WALL TIME 01 00 11/12/10 AP November 12 2010 8 28 33 AM 1pangrle BRUCE 912 0079 STEMWALL AFTERNOON November 12 2010 4 53 01 PM pbarthol BLFD 01 11/22/10 JLL BLDG FOUNDATION DRAINAGE November 19 2010 4 27 28 PM 1pangrle I' STAN 461 1834 FOUNDATION DRAINAGE PLEASE INSPECT AS EARLY AS POSSIBLE DSD 01 11/22/10 JLL BLDG DOWN SPOUT DRAINS November 19 2010 4 27 13 PM 1pangrle STAN 461 1834 DOWNSPOUT DRAINS PLEASE INSPECT AS EARLY AS POSSIBLE COMMENTS AND NOTES 0,u/1-6c4.- r& iW sfte4 8gMs r- PREPARED 11/12/10 9 03 10 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/12/10 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 11 /10 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 11/10/10 AP November 9 2010 4 01 08 PM 1pangrle BRUCE 912 0079 FOOTINGS HE REQUESTED THE EARLIEST POSSIBLE MORNING INSPECTION SO THEY CAN POUR TODAY November 10 2010 4 36 53 PM jlierly BL2 01 11 12/10 JLL BLDG FOUNDATION STEM WALL TIME 01 00 Z1 l L� November 12 2010 8 28 33 AM 1pangrle BRUCE 912 0079 STEMWALL AFTERNOON COMMENTS AND NOTES PREPARED 11 /10 /10 8 08 44 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11 /10 /10 ADDRESS 1944 VILLAGE CIR SUBDIV TENANT NBR STEPHANIE HOLCOMB CONTRACTOR PHONE OWNER STEPHANIE HOLCOMB PHONE PARCEL 06 30 13 5 7 0270 0000 APPL NUMBER 10 00000513 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 11/10/10 BLDG FOUNDATION FOOTING TIME 09 00 November 9 2010 4 01 08 PM 1pangrle BRUCE 912 0079 FOOTINGS HE REQUESTED THE EARLIEST POSSIBLE MORNING INSPECTION SO THEY CAN POUR TODAY COMMENTS AND NOTES eai\r c 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 1 124 SF SFR 376 SF GARAGE 48 SF CVRD PORCH Owner STEPHANIE HOLCOMB 1334 SAMARA DR PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T \Policies \1102 15 [10/08] WA 98363 Qty Unit Charge Per 1 00 55 0000 HR PW INSPECTION Qty Unit Charge Per 1 00 420 0000 EA PW WATER METER DROP IN Permit PUBLIC WORKS STORMWATER Additional desc STORM WATER CONNECTION Permit pin number 166314 Permit Fee 135 00 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000513 082325 1944 VILLAGE CIR 06 30 13 5 7 0270 0000 STEPHANIE HOLCOMB RES NEW SFR RESIDENTIAL HIGH DENSITY 107396 Contractor OWNER Date 10/28/10 Structure Information 000 000 1 124 SF SFR 376 SF GAR 48 CVR PORCH Other struct info TOTAL W LOT COVERAGE 30 90 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 5002 00 PROPOSED LOT COVERAGE 1548 00 TOTAL LOT COVERAGE 1548 00 NUMBER OF UNITS 1 00 PUBLIC WORKS INSPECTION DRIVEWAY INSPECTION 166322 55 00 Plan Check Fee 10/28/10 Valuation 4/26/11 0 0 0 Extension 55 00 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4 DROP IN WATER METER Permit pin number 166298 Permit Fee 420 00 Plan Check Fee 00 Issue Date 10/28/10 Valuation 107396 Expiration Date 4/26/11 Extension 420 00 Plan Check Fee 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 construct /g Signature of Contractor o horized Agent Date Signature of Owner (if owner is builder) Date PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLAW DEVICE RESIDENTIAL ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 BUILDING 417 -4815 T ,Policies \l 102 1 [10/08] PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED 4ND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW/ CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING Application Number 10 00000513 Application pin number 082325 Issue Date 10/28/10 Valuation Expiration Date 4/26/11 Qty Unit Charge Per 1 00 135 0000 EA SAN SEW STM CON OTHER Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date SANITARY SEWER HOOK UP Qty Unit Charge Per 1 00 150 0000 EA SAN SEWER HOOKUP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 166306 150 00 Plan Check Fee 00 10/28/10 Valuation 107396 4/26/11 Special Notes and Comments May 25 2010 8 28 21 AM rbecker The permit did not say if you were installing a lawn sprinkler system or a fire system If you are installing a lawn sprinkler or a closed fire system you will need to install a double check valve assembly If you are installing a open fire system you will not need to install a backflow assembly If you have any question contact Ron Becker at 417 4886 or E mail me at rbecker @cityofpa us 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 All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations May 25 2010 10 49 05 AM sroberds The proposal will result in a new sfr in the RHD for a total of 31% lot coverage and 43% site coverage No land use issues anticipated Electrical load calculations and electrical permits are required All connections to City storm drain facilities require an Extension 150 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Page 2 Date 10/28/10 107396 Extension 135 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 \1 102 15 [10 /08i CALL 417 -4831 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 1 [10 /08] RESIDENTIAL PERMIT INSPECTION RECORD YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4831 PW ENGINEERING FIRE 417 -4653 I I I I FIRE DEPT PLANNING DEPT 417 -4750 I I I I PLANNING DEPT BUILDING 417 -4815 I I I BUILDING Application Number Application pin number Special Notes and Comments inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T \Policies \1102 15 [10 /08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000513 082325 RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited 760 00 760 00 00 00 00 00 4734 50 4734 50 00 5494 50 5494 50 00 Page 3 Date 10/28/10 770 00 1980 00 4 50 1980 00 Due 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 I FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \11021 [10/08] RESIDENTIAL PERMIT INSPECTION RECORD CALL 417 -4831 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 YES NO I I I I I I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING I I I I I I I I I I 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 1 124 SF SFR 376 SF GARAGE 48 SF CVRD PORCH Owner STEPHANIE HOLCOMB 1334 SAMARA DR PORT ANGELES T:FormsBuilding DivisionBuilding Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 3 00 7 2500 EA 1 00 10 6500 EA 8 00 14 8000 EA WA 98363 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 8 00 5 6000 THOU Permit Additional desc Permit pin number 165803 Permit Fee 200 80 Issue Date 10/28/10 Expiration Date 4/26/11 Qty Unit Charge Per 10 00000513 082325 1944 VILLAGE CIR 06 30 13 5 7 0270 0000 STEPHANIE HOLCOMB RES NEW SFR RESIDENTIAL HIGH DENSITY 107396 Contractor OWNER Structure Information 000 000 1 124 SF SFR 376 SF GAR 48 CVR PORCH Other struct info TOTAL LOT COVERAGE 30 90 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 5002 00 PROPOSED LOT COVERAGE 1548 00 TOTAL LOT COVERAGE 1548 00 NUMBER OF UNITS 1 00 BUILDING PERMIT RESIDENTIAL 1 124 SF SFR 376 SF GARAGE 165795 1065 05 10/28/10 Valuation 4/26/11 BASE FEE BL -100 001 500K (5 60 PER K) MECHANICAL PERMIT Plan Check Fee Plan Check Fee BASE FEE ME VENT FAN (SINGLE DUCT) ME STOVE /FIREPLACE /MISC APP ME HEATER(SUSP /WALL /FLOOR MTD) Date 10/28/10 Date Print Name Signature of Contractor or /tiorized Agent 692 28 107396 Extension 1020 25 44 80 00 Valuation 0 Extension 50 00 21 75 10 65 118 40 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) =0 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned fora 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. 16/9- cdo 13 tie caPtc,1 Signature of Owner (if owner is builder) FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments MANUFACTURED HOMES Footing Slab Blocking Hold Downs I Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T Forms /Building Division /Building Permit FINAL Date Accepted by FINAL Date Accepted by Date Accepted By IngSAM Application Number 10 00000513 Application pin number 082325 Permit PLUMBING PERMIT Additional desc Permit pin number 165811 Permit Fee 142 00 Plan Check Fee Issue Date 10/28/10 Valuation Expiration Date 4/26/11 Qty Unit Charge Per Extension BASE FEE 50 00 9 00 7 0000 EA PL- PLUMBING TRAP 63 00 1 00 7 0000 EA PL -WATER LINE 7 00 1 00 15 0000 EA PL -SEWER LINE 15 00 1 00 7 0000 EA PL -WATER HEATER 7 00 Special Notes and Comments May 25 2010 8 28 21 AM rbecker The permit did not say if you were installing a lawn sprinkler system or a fire system If you are installing a lawn sprinkler or a closed fire system you will need to install a double check valve assembly If you are installing a open fire system you will not need to install a backflow assembly If you have any question contact Ron Becker at 417 4886 or E mail me at rbecker@cityofpa us 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 All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations May 25 2010 10 49 05 AM sroberds The proposal will result in a new sfr in the RHD for a total of 31% lot coverage and 43% site coverage No land use issues anticipated Electrical load calculations and electrical permits are required All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:FormsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 2 Date 10/28/10 00 0 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping I SHORELINE. T.Forms /Building Division /Building Permit FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspectiion Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date Accepted by FINAL Date Accepted by Date Accepted By CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number 10 00000513 082325 Special Notes and Comments commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T:FormsBuilding Division/Building Permit RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited 1407 85 1407 85 00 692 28 692 28 00 4734 50 4734 50 00 6834 63 6834 63 00 Page 3 Date 10/28/10 770 00 1980 00 4 50 1980 00 Due 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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) IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type FOUNDATION Footings Stemwall Foundation Drainage Downspouts 31 Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor t Shear Wall ),Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Parking Lighting Landscaping Separate Permit #s Electrical Construction R.W PW Engineering Fire Planning Building T.Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Date 1 A 10-LO i1 -17 —JO 11- 10 3-at-It I7. -OZ -t0 1,(•_ZO 4_ n Inspection Type Accepted By Comments 'TLt. -LL- 417-4735 417 -4831 417 -4653 417 -4750 417 -4815 Backflow Prevention Inspections 417 4886 FINAL Date L cepted by J y- I4 -It fyrk.nn 0115 Pn FINAL Date A cccepted by SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By -21 -1 al.l �MENip a s ^a o s as i OLYMPIC PENINSULA At -Title Company `A �N DERE,' PRE INSURANCE ESCROWS C: NOTE. This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked '(p.o.c.)' were paid outside the closing; they are shown here for informational purposes and are not included in the totals. D NAME ADDRESS OF BORROWER. E. NAME ADDRESS OF SELLER. F NAME'& ADDRESS OF LENDER. G. PROPERTY LOCATION H. ETTLEMENT AGENT P'LACE OF SETTLEMENT I SETTLEMENT DATE. FINAL A. SETTLEMENT STATEMENT (HUD 1) J. Summary of Borrower's Transaction 100. Gross Amount Due From Borrower 101 Contract sales price 102. Personal property 103 Settlement charges to borrower (line 1400) 104 HACC Prints, Eng., CC, Ins., Taxes, Permits, Cr Rpt 105 USDA Const. Holdback 120. Gross Amount Due From Borrower 200. Amounts Paid By Or In Behalf Of Borrower: 201 Deposit or earnest money 202. Principal amount of new loan(s) 203 Existing loan(s) taken subject to 204 205 206. HTF Loan Funds 207 208. 209 Adjustments For Items Unpaid By Seller 210. City/town taxes' to 211 County taxes to 212. Assessments to 213 214 215 216. 217 218 219 220, Total Paid By /For Borrower. 300. Cash At Settlement From/To Borrower: 301 Gross amount due from borrower (line 120) 302. Less amount paid by /for borrower (line 220) 303. Cash ❑FROM) (DTO) Borrower Previous Edition Is Obsolete Form No 1581 3/86 Stephanie Holcomb 1334 Samara Dr Port Angeles, WA 98363 Housing Authority of the County of Clallam 2603 South Frances St., Port Angeles, WA 98362 USDA Rural Development 1601 E. Front St., Ste B, Port Angeles, WA 98362 1944 Village Circle, Port Angeles, WA 98362 Olympic Peninsula Title Company 319 S. Peabody, Suite A, Port Angeles, WA 98362 (360) 457 -4451 10/25/2010 DISBURSEMENT DATE. 10/25/2010 K. Summary of Seller's Transaction 400. Gross Amount Due To Seller 56.000.00 401 Contract sales price 402. Personal property 2,648.81 403 11,456.19 404 94,155.00 405 Adjustments For Items Paid By Seller In Advance: 106. City /town taxes to ti 107 County taxes to 108. Assessments to 109 110 111 112. 113 114 115 116. 164,260.00 10.00 159,250.00 5,000.00 OMB No. 2502 -0265 B. TYPE OF LOAN 1 FHA 2. FHMA 3 CONV UNINS. 4 VA 5 CONV INS. 6. FILE NUMBER. 7 LOAN NUMBER 95725 -DS 8. MORTGAGE INS. CASE NO. Adjustments For Items Paid 406. City/town taxes 407 County taxes 408. Assessments 409 410 411 412. 413 414 415 416. 420. Gross Amount Due To Seller. 500. Reductions In Amount Due To Seller: 501 Excess deposit (see instructions) 502. Settlement charges to seller (line 1400) 503 Existing loan(s) taken subject to 504 Payoff 1st Mtg. Ln. 505 Payoff 2nd Mtg. Ln. 506. HACC SHOP 06 -01 507 HACC Revolved Shop Funds 508. 509 By Seller In Advance: to to to Adjustments For Items Unpaid By Seller. 510. City/town taxes to 511 County taxes to 512. Assessments to 513 514 515 516. 517 518. 519 164,260 00 520. Total Reductions In Amount Due Seller 600. Cash At Settlement From/To Seller: 164,260.001 601 Gross amount due to seller (line 420) 164,260.001 602. Less reductions in amount due seller (line 520) 0.00 603. Cash (❑TO) ❑FROM) Seller Page 1 of 3 56.000.00 1 56,000 00' 15,000.00 41,000.00 56,000.00 56,000.001 56,000.00 0 00 SB-4- 3538 -000 -I HUD -1 (3 -86) RESPA, HB 4305.2 City of Port Angeles ''Building Division 321 E 5 St. Port Angeles, WA 98362 RESiuEN I,ML PL#4IV BCEVICVl GUIDELINES EJ PLAN REVIEW Items described here are only a guide to common questions and missed items during plan review and construction. All codes must be complied with (Please read and follow each item) SPECIAL NOTE Check item #59 first to see if enaineerina will be needed because of lateral desian issues. GENERAL. 1 Final grading of the property must be done prior to final inspection even if owner is doing required retaining walls Occupancy of the home will not be allowed until there are no slopes steeper than 2 units horizontal to 1 unit vertical or retaining walls are in place or an accepted soils report is submitted to the City If a soils report was required initially all requirements of the soils report must be accomplished prior to final inspection including submittal of all field reports 2. Acrylic stucco products have special requirements Verify such with the manufacturer Requirements may include tongue and groove foam board under finish control joints special backing boards (sometimes OSB is NOT allowed) self- furring or furred -out wire or fabric lath and sometimes installation by a certified installer (certified by the manufacturer) Verify any and all requirements of stucco siding or acrylic stucco products NO INSPECTION OF LATH OR STUCCO IS REQUIRED, BUT WRITTEN CERTIFICATION BY A MANUFACTURER'S CERTIFIED INSTALLER MUST BE LEFT AT THE JOB SITE UNTIL FINAL INSPECTION BY THE CITY Inspection of shear wall nailing roof sheathing to blocking nailing and hold downs must be requested in addition to standard inspections and before such items are covered up Please specify shear nail roof nail or hold -down inspection when you request these they may be done simultaneously if ready 4 This plan is approved for OSB or plywood exterior wall sheathing only unless the approved plans at the time of permit issuance reflect other materials being used Any change to wall sheathing material after permit issuance must be submitted to the city for review prior to installation An additional plan review fee will be assessed 5. "Tyvek" or equal approved weather resistive barrier (15# felt is OK) required on the exterior side of all walls regardless of the type of siding used This includes garage walls gable portion of end walls and cripple walls (at stepped foundation conditions) Apply over exterior sheathing or over studs in single -wall construction T 1 -11 or similar panel siding must have 'Tyvek' or equal over the. studs. 6 Exterior windows and doors shall be flashed with approved materials and caulking Caulked trim material over the window or door flange is not an acceptable method 7 Overall dimensions of house plan must match site plan dimensions Verify any special requirements for buildings located close to property lines R302 1 Building /Handouts /Residential Plan Pe\Pew Gui,elines (Rev 03- 18 -09) Page 1 of 8 LIFE SAFETY MISC ITEMS 8 Sleeping rooms must have an egr window with 5 7 s f net clear opening 24" min height 20" min width 44" maximum from floor to window sill Windows must meet all 4 dimensions R310 1 9 Safety or tempered glass shall be used in windows that are (R308 4) Adjacent to a door (24 arc of either edge of the door in a closed position) That are closer than 18" to floor (AND individual .pane is more than 9 s f 'top edge more than 36" a.f f and walking surface within 36' horizontally of the window in question) Walls enclosing a tub or shower (AND within 60" of the drain or within 60" of walking. surface) R308 4 Adjacent to stairways landings and ramps within 36" horizontally of a walking surface (AND less than 60' a.f f of the walking surface) Adjacent to stairways within 60' of the bottom tread of the stair in any direction (AND less than 60" aff) 10 Under -stair areas that are enclosed and accessible must be sheetrocked 1/2" GWB on walls and underside of the stairway R311 2 2 11 Stairways shall have 10' min tread and 7 3/4" max. rise R311 5 12. Provide 36" high guards (with 4" max. spacing on rails) at porches balconies and raised floor surfaces more than 30' above adjacent ground or floor R312 1 13 Smoke detectors required at all bedrooms hallway or room adjacent to bedrooms and at any ceilings that are more than 24" above adjacent ceiling All smoke detectors interconnected and hardwired with battery back -up R313 1 14 Garage /house separation wall is 1/2" GWB door must be 20 min rated or 1. 3/8" solid -core If living space above use 5/8" GWB Type 'X" at the ceiling AND 1/2' GWB at walls that support the floor above Ducts in garage must be 26 -gage sheet steel and have no openings in the garage R309 15 Exterior stairways must have a light located near the top landing of the stairway switched from inside (or have motion- activation device) R303 6 16 Minimum room areas must be provided (120 s f min in at least one room 70 s f min all other habitable rooms 7 foot min dimension in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided (7 foot min with some exceptions) R305 1 FOOTINGS, FOUNDATIONS, AND CRAWL SPACES 18 All footings including exterior isolated pad footings must have a 24" (min) depth from the bottom of the footing to finished grade R403 1 4 1 19 All footings shall be supported on undisturbed natural soils or engineered fill., Any placement of fill material that will support a structure will require a geotechnical investigation and report submitted to the City prior to placement of footings R401 2 R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall 6.' in the first TEN feet around the perimeter of the structure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that exceeds (1) unit vertical in (10) units horizontal Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation R403 1 5 T Building /Handouts /Reside, tel Plan Review Guidelines (Rev 03- 18 -09) Page 2 of 8 22. Wood sill plates of all exterior walls interior bearing walls (slab -on- grade) and interior shear walls (slab -on- grade) must be anchored to foundation or slab with X 10' J -bolts with a 2' X 2" X 3/16' plate washer Anchor bolts to be placed a maximum of 12' and no closer than 3 1/2 from the ends of the sill plate Each piece of sill plate must have a minimum of (2) anchor bolts Anchor bolts shall be spaced no further than 6 feet apart. (Special spacing and sizing conditions may apply at alternate braced wall panels) R403 1 6 23 6' clearance required from finish grade to foundation mudsill plate R319 24 3 1/2' (min thickness for all concrete slabs -on -grade R506 1 25. Footing and foundation wall SIZES for two pour system (Foundation walls NOT over 5 feet in height) Footing supporting single story 12" wide X 6' thick. Foundation wall supporting single story- 6' thick Footing supporting two stories- 15' wide X 7" thick. Foundation wall supporting two stories- 8" thick Foundations that support more than two stories require an engineered design 26. Footing and fnd REINFORCEMENT for two pour system fnd walls NOT over 5 feet in height) (Footings supporting single or two stories) One continuous #4 horizontal rebar placed at center of footing with 3" (min) clearance from dirt. (Foundation walls not over 5 feet in height) One continuous #4 horizontal rebar placed within the top 12" of the wall #4 vertical rebar placed at 48 inches o c. max (wet set ok) with a 6 -inch 90- degree hook. A minimum of (2) vertical bars to be placed at front garage wall returns 27 Monolithically poured foundation systems Bottom of footing shall be 12" wide (min) and extend to 24" below finished grade minimum Footing shall have either one #5 continuous horizontal rebar placed at center and 8" above bottom of footing or (2) #4 continuous horizontal rebar placed at center and in the middle third of the footing measuring vertically 3 1/2" minimum slab thickness When a monolithic system is used to support heated spaces an R 10 insulation board must be installed on the outside of the foundation extending from bottom of footing to top of slab Exposed foam insulation above grade must be protected from damage and sun with approved materials The material used must extend a minimum of 12" below grade 28 Basement Walls (up to 9 feet) or Stem Walls (over 5 feet) or STEPPED FOUNDATIONS There are special restrictions for this type of foundation wall under the new code In plan view the length of this type of wall cannot exceed 35 feet. For stepped foundations this wall cannot exceed 7 feet high otherwise the floor joists must connect DIRECTLY to the wall (for bracing the foundation wall) WET- SETTING IS NOT allowed for the alternating hooks into the footing There are special blocking requirements if any of these conditions cannot be met (note on the plans!) See R404 1 29 Under -floor pier pads supporting uniform load of wood framed floors shall be 18 'x 18" x 8" (min) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and /or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T Building /Handouts /Residential Ran Review Guidelines (Rev 03- 18 -09) Page 3 of 8 31 Access shall be provided to all under -floor spaces Access openings through the floor shall be a minimum of 18' x 24 Openings through a perimeter wall shall be .a minimum of 16" x 24 R408 3 32. Under -floor spaces shall be ventilated by openings providing one (1) square foot of vent area per 150 square feet of crawl space area One such ventilating opening shall be within 3 feet of each corner of the building R408 2 33 A ground cover of 6 mil black polyethylene or approved equal shall be laid over the ground within crawl spaces. The,ground cover shall be overlapped 12" and extend to the foundation wall WSEC 502 1 6 7 34 The under -floor grade shall be cleaned of all vegetation and organic material All wood forms and construction debris shall be removed prior to final inspection R408 35 Thickened -slab footings must be 12" min total depth (top of conc slab to bottom of footing 12" total) (Revised from .IRC) 36 Foundation cripple walls shall be framed of studs not less in size than the studding above Cripple walls with a height less than 14 inches shall be sheathed on one side with a wood structural sheathing or shall be ,of solid blocking Cripple walls count as an additional "story' for lateral purposes R602 9 FLOOR FRAMING 37 18' (min) clearance beneath all floor joists and 12" (min) clearance beneath floor girders (beams) in crawl spaces R308 38 Span of all joists (including 2nd level joists) must meet minimum live load of 40 psf (general living areas) or 30 psf (sleeping rooms) together with dead load of materials used R301 5 and Table R301 5 39 Span of beams for 2nd level or other supporting elements must meet minimum live and dead load requirements R301 5 40 Wood posts in the crawl space shall have a connection to the concrete pier and a moisture barrier between the post and footing (or use pressure- treated posts) R319 R407 41 Solid -sawn floor joists shall be blocked at all bearing points Engineered floor joists shall be installed per manufacturer's specifications R502.7 42. Cutting drilling and notching of floor joists shall not exceed the limitations in Figure R502 8 43 Cutting drilling and notching of engineered I- joists shall be in accordance with the manufacturer's specifications R502 8 2 44 All concentrated point loads originating from roof or floor load shall be transferred to bearing footings or foundation walls Continuous support shall be provided by members that are equal in cross- sectional area to the area of the load imposed and shall not be reduced in size at any point. 45 Wood members supported in concrete or masonry pockets shall have a 1 /2 inch air space provided at tops, sides and ends of the member 46 All foundation plates sills and sleepers bearing on a concrete foundation or slab that is in direct contact with the ground shall be pressure treated All wood framing members that rest on concrete foundations and are within 8" of exposed ground shall be pressure treated R319 T Building /Handouts /Residential Plan Review Guidelines (Rev n3-18-09) Page 4 of 8 47 Sawn lumber floor joists shall have 1W (min) bearing and shall lap 3 min at intermediate girders Engineered Hoists shall have 1 3/4 (min) bearing (or per manufacturer's specifications) 48 Floor joists that are parallel to bearing partitions shall be doubled Some heavier load cases will require girder beams or .pony walls Bearing partitions perpendicular to floor joists shall not be offset from the supporting girder more than the depth of the joists unless the floor joists are of sufficient size to carry the load R502 4 49 Floor cantilever spans shall not exceed the depth of the nominal floor joists Floor cantilevers constructed in accordance with Table R502.3 3 (1) shall be permitted when supporting a light framed bearing wall and roof only R502 3 3 50 Block in between floor joists beneath all interior braced walls (for walls perpendicular to joists) or align floor joist with interior braced wall (see item #63 -T) WALL FRAMING 51 Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table R602 3.5 52. Non -load bearing stud heights shall be in accordance with Table R602.3 (5) 53 Studs shall be a minimum #3 grade standard grade or stud grade lumber R602.2 54 Where joists trusses or rafters are spaced more than 16" o c. and the bearing studs below are spaced at 24" o c. such members shall bear within 5' of the studs below unless the top plates are double 2x6 or a third plate is added R602.3 3 55 Headers over windows and doors must meet minimum requirements for spans and imposed loads verify point loads over openings (from trusses or other conditions) and size headers accordingly Headers must be noted with size type and grade of lumber being used GENERAL NOTE STATING ALL HEADERS SHALL BE. is acceptable 56 Interior bearing walls must have headers over openings and must be supported to a foundation 57 Top plate splices shall be offset a minimum of 24 inches R602 3 2 58. Fire blocking required at dropped ceilings soffits coved ceiling areas and every ten feet horizontally and vertically at framed walls R602 8 59 Port Angeles is in Seismic Zone D1 Wind zone of 100 MPH Category C (within 1500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design by a licensed engineer (R301 2 2 2 2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 IRC The following are items that constitute an IRREGULAR BUILDING per the 2006 IRC A. Exterior braced wall lines must be in one plane vertically from foundation to the uppermost story (basically the upper floor must match the lower floor footprint) The most common area where problems like this occur is in a garage with a second floor over it. To qualify for prescriptive bracing the second floor joists must extend to the exterior walls of the garage If this does NOT occur then your proposed house is IRREGULAR If the joists do extend to the exterior \A/ails of the garage then the setback of the second floor walls cannot be more than four (4) feet setback from the garage walls T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 5 of 8 (see p 44 of the 2006 IRC) Rooms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses /rafters) B The perimeter of all floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams holding up any part of the perimeter of a floor or a roof then your proposed house is IRREGULAR The most common place you will find this problem is at large covered porches and patios where the roof is supported only by post and beams Such covered porches and patios also make the building IRREGULAR Related to this are areas of discontinuous diaphragms especially changes in plate line heights which also are considered as separate roofs and therefore make the building IRREGULAR C In any elevation of the exterior the braced walls from an upper level wall must NOT occur over a window or door In general this means that the windows of the upper story must align with the windows of the lower story There are some exceptions based on up- sizing the header in the window below (see 2006 IRC p 44 for details) D When an opening in a floor or roof (such as a balcony overlook area or a courtyard area) exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR E. When portions of a floor level are vertically offset (such as =a sunken room) then your proposed house is IRREGULAR This does not apply to a slab -on- grade floor F When braced wall lines do not occur in two perpendicular directions (such as portions of the house or garage at an angle to the rest of the building) then your proposed house. is IRREGULAR G If you have any portion of the above -grade walls that use masonry or concrete construction then your proposed house is IRREGULAR Stepped foundations that create a daylight basement situation are OK under this provision and do not make an irregular structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS 61 THRU 65) Add up all lengths of braced panels (4 foot braced panels 2 -8' alt. braced panels and 24 or 16' portal frames COUNT as 48' of length each portal frame counts as a total of 48' of bracing length —not 2 times 48 along the wall in question The total length of braced walls must be at least 16% of the entire wall length AND the panels must occur at least every 25 feet along the wall For 1 story of 2- story house 30% of the entire wall length must be braced walls Check this for all braced wall lines including INTERIOR WALLS and including the front wall of a garage if it is not part of another braced wall line (i e the garage sticks out in front of the house more than 4 feet) See also #65 T below for areas where MORE than 35 feet between wall lines is needed 61 Garage lateral bracing systems with no 2 floor above H Portal Frame for Garages (16' side panels 8 foot max. high walls 20' side panels 10 foot max. high walls) I Alternate Braced Walls— single -story condition (2' -8" min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold downs) J Alternate Braced Walls —first floor of two -story condition (2' -8" min width X 10 foot max. height) sheathed on BOTH interior and exterior sides of wall with min 3/8" OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold down devices furthest studs (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3 -6' min length for 12 feet high) K. Front Garage Panels —no hold -downs required L. The exterior braced wall lines in a detached or attached garage cannot be more than 35 feet apart in either direction or interior braced walls must be provided 62. 1 Floor Conditions Four (4) foot solid walls at all corners and at every 25 feet along any braced wall line OR use one of the methods below M Portal Frame for a House (slab -on -grade floors ONLY) 16" mir width for one-story structures 24 min width for first floor of 2 story T Building /I idouts /Residential Plan Review Guidelines (Rev 03 18 -09) Page 6 of 8 N Alternate Braced Walls— single -story condition (2 -8' min width X 10 foot max height) sheathed on one side (interior or exterior OK) with min 3/8" OSB or plywood and nailed with 8d common or gals box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) 0 Alternate Braced Walls —first floor of two -story condition (2' -8" min. width X 10 foot max height) sheathed on BOTH interior and exterior sides of wall with min 3/8" OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold down devices furthest studs (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3 =6' min length for 12 feet high) P "Simpson" Brand StrongWalls —this method is still available following all the manufacturer's specifications for connections Q. Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 63. 1st Floor Conditions Braced wall (any of the methods listed above) must start at no more than 12.5_ feet away from the corner of the braced wall lines and then at every 25 feet (min) along the wall line 64 2 Floor Conditions Braced walls (either of the methods listed below) must be within 12.5 feet of the corner of the wall line in question R. Standard four (4) foot panels on 2 levels can start at no more than 12.5 feet away from the corner S Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602.10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 65. Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 1 story of a 2 -story house) R602 10 1 1 Exception 1 and 2 U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior Braced Walls are minimum 1/2' GWB both sides of wall for a minimum length of 48' use 5d nails or screws at 7' o c Sole plate of wall must be attached to thickened slab footing (see item #22 above) with 1/2 anchor bolt 6' -0" o c. or solid blocking (walls perpendicular to joists) or LINE UP JOIST with braced wall (walls parallel to joists) 66 The roof sheathing MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe nailed (for blocks that are top beveled) with 8d 6' o c For ventilation use not more than two (2) 2' diameter holes BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both engineered AND prescriptive bracing ROOF ATTIC 67 Truss drawings must show reactions of all girder trusses point loads onto headers must have headers sized accordingly point loads over 5000 lbs onto double -top plates must be checked for bearing capacity Use "Simpson brand TBE4 or TBE6 as needed to spread the load 68 Truss bottom chord live load must be minimum of 10PSF (see Table R301 5) Trusses must be sized for the roof coverings specified on the plans (concrete tile etc and roof structure must be able to hold up the roof (beams headers etc sized for roof loads) R802 10 2 69 Ice Shield is required for roofs up to 6 12 (.6 12 and over DO NOT require ice shield) R905 2 7 1 T Building /Handouts /Residential P n Review C sidelines (Rev 03- 18 -09) Page 7 of 8 70 Attic ventilation must be provided at 1/150 of the attic area or 1/300 of the attic area if 50% of the venting can be 3 feet above the eave venting (roof jack vents are 49 sq in /vent, ridge vents at 12 sq in. /foot) R806 1 71 Attic mechanical equipment, need light and switch near opening and electric outlet. Access opening to such mechanical equipment must be no further than 20 feet from equipment with 22" wide (min) walkway from access opening to the equipment. 72. Attic access required 22' X 30" min and shall be in hallway or other readily accessible location R807 1 MECHANICAL. 73 Appliances located in a garage. or carport shall be protected from damage from vehicles M1307 3 1 74 Gas appliances located in a garage shall be raised 18' min above finish floor G2408 2 (305 3) 75 Ductwork that extends below grade (such as in the garage floor) shall be encased in 2" min concrete on all sides and bottom in addition to the R 10 insulation foam board 603 8 IMC 76 Dryer exhaust ducts shall not exceed 25 feet in length The maximum length of the duct shah be reduced 2 5 feet for each 45- degree bend and 5 feet for each 90- degree bend Longer lengths in accordance with the manufacturer's listing will be allowed Screws shall not be used to connect any dryer duct materials M1501 3 77 Flex duct connections to sheet metal transition ducts shall have the inner sleeve taped with approved materials prior to securing the flex duct with a zip tie or similar fastener 304 IMC 78 Flex duct shall be supported every 4 feet and have no sag that exceeds 1 /z per foot. 79 All exhaust fan ducts shall be connected to the fan housing and termination fittings with a minimum of 3 sheet metal screws and be sealed with approved tape or mastic. 8 0 Exhaust fans required 50 cfm in bathrooms 100 cfm in kitchen 50 cfm min in laundry room and one fan sized for whole -house ventilation 302 2.2 WSVIAQ 81 Fuel- burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom 82. Water heaters must be secured to structure with straps around tank at 1/3 points to resist lateral displacement. M1307 2 PLUMBING 83 Cleanouts shall be installed on all sinks and at the upper end of all building drains including any horizontal drain branches greater than 5 feet in length from the main line A cleanout shall also be installed on the exterior of the house within 24 inches of the foundation wall level with final grade and shall have a threaded .type cap installed 84 30" min width for toilet and 24" clear space in front of toilet (UPC) 85. Water heaters pressure relief and the required drain pan shall have a drain that is 3/ JD copper or cpvc material NO coil material shall be allowed per code and no reduction in the pipe shall reduce the ID of the material less than 1/4 Pex type is a coil material and is not allowed for this application T Building /Hai louts /Residential Plan Review Guideii, (Rev 03- 18 -09) Page 8 of 8 ,*oIM\ Kr dallam C ovh' W- ebsi+e- 5/ I Io� t'1ou ;gin )4u-Fhortfiy ,260 3$, Prk 95 BUILDING PER -MI APPLICATION Print in Ink 6 CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant 5 4- e- 9 1 1Ck.. i t c.o„„ 10 4- Property Owner S}- �1,� t k ,,,,.1 Property Owner's Address c" Contractor Ociov.ec f Contractor's Address License PROJECT ADDRESS (q y y U tt Parcel Number G (S 3o r3 5 o Z'7 Project Type 8 Brief Description. Residential Check all that apply "$New Construction 5k Addition Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other 7 cu'e (o( T Forms /Building Division /Building permit application Existing (sq. ft.) Proposed (sq. ft.) yg r( I 8 Expires Total footprint of structures t 5 9 5 sq ft. T Lot size 5C Z_, Site Coverage the amount of impervious surface on a parcel including structures and other impervious surfaces (see PAMC 17 94 135 for exemptions) Max. height of proposed structures I J ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type I have read and completed this application and know it to be true and correct. l am authori that it is my responsibility to determine what permits are required, and to obtain permits pr, Date s)1d1 10 Print Name 1 ,2 -O4 �j �t Signature For City Use Only Date Received 5-1 7,-1 0 ermit i O —5 ate Approved Ib o e 7 "7 (2.4: Ph 9 F 10.k Ft X63 Phone E -mail Lot Phone 9 [7 00'7 q, Zoning pcp_p Commercial Industrial Multi-family 9 r'eg W cr g Q e_ 2'�'�0.� 1 Remodel Repair Demolition Re -roof j louse )4..garage other tear off re -roof lay ove, one layer Heat System Heat pump wood- burning stove gas fireplace pellet stove other Other W &U ine44eir -S per sq ft -3® i 1 v4 TOTAL VALUATION IO7 T 6 -1j.22— sq ft. Lot coverage 30+ paved driveways sidewalks patios Site coverage I 13.j% of bedrooms 3 of full baths Z.,, of half baths ply for this pe g on projects understand 0 1 0 \\\/\L' 4\r 0:3\ 5' C3L4° Fi4- VI`s 0 210 9wvoscli_ta L1.---A610 go CITY CIOVERN NT Site Information. Lot: Z 7 Permit Address I y L} L `ka C<<L1-_ Notes City. State 04 Zip 9 X3 �Z Contact. `e. cba .ems ru, c 4e_ Phone 1 -11/ 1 `3 117_ 0 0 1 Phone 2 FAX Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) W ll W.11 Glazing Glazing, =U Factor. Door Wall a a, 'Vaulted Interior Exterior 1 'Slab on AboVe Option ArFloorOf :Ceiling .Ceilin Vertical Overhead Factor g Grade' Below. 'below Floor Concrete Grade.: Grade Unlimited Group R 3 IV and R -4 0.35 0 58 0.20 R 38 R 30 R 21 R 21 R 10 R 30 R 10 Occupancies Only This Project complies with the following- 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. Al All building components meet the requirements listed above 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 2. One unlabeled or untested exterior swinging door 24 sq ft. or less, may be installed per unit for ornamental, security or archttectura purposes. Location of the door taking this exception *Tot, eA &o r 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U- factor listed above Location of the door(s) taking exception Type of Heat Source: e- C v Wet n T /Building Division /Prescriptive Approach Simple Form PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Building Department Use Only l!)RAh bA1 Please complete and return to Public Works Utilities Department Applicant Information Permanent service. Name and address of party responsible for permanent service billing? Contact Information Site contact: Contractor Electrician Excavator' Rroject`;Type Single- family residence Commercial Overhead service Underground service Project ;Information Name S `T'e- 4� 41C" t.Gla. Street: 4 :1 L i T t i `lca 4 --e CT- 7,ra City I State I ZIP f W& Q 'a_ Daytime Phone (if other ,pn above j y'3 oqe_ Name uk tee_ 9 ('Z. Oo 9 Title Daytime Phone Name Fl- "C Company' Daytime Phone Z' 1 ‘3) Name Daytime Phone I Name I Daytime Phone Existing Company Company Home Phone (tl1q'ew Multi-family residence of units Subdivision of lots General service Other Description of work Electrical transformer serving property is on a pole on the ground Street address lot number Nearest cross street: Desired connection date Total square footage Voltage Check all that apply No Load Change Supporting Documentation Applicant's Signature MAIL OR DELIVER COMPL FAX TO 360- 417 -4711 Information form.xls hd \FJdf 5 II;HT \FNGR\tIonyindls\Inror r A/C ton) 21 Dryer Water Heater liUrl If rrr Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 �Qw• {�u r 5i sT 9 o 3 1 24 sq ft. Main disconnect size 7...c:3 amps 71120/240 1ph 0120/208 3ph 0277/480 3ph ❑120/240 3ph 0480 3W 3ph Other Standard residential loads (Lighting refrigerator dishwasher washer) -Range /Oven Hot Tub �kieating Pumps Hp) Elevator Hp) Other 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 mps f all motors ov 50 Date D FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 WS WF r«. ,S(( ft C? I (1) 0 (-9 I C-271 100A c/o 2 O 2 I 7 J-35 3F SECT Cm, 6 W/3-LBC4 19 1013 ---493Vb- 4 17 19 1 1 -201 g 1 13 0 -1 12 C) 91 1A 3 -17 II X 21 I 3 22 22 350 TPX 0 23 24 Village Cir 25 26 0 0 4"eVe1Ftitiii-by o 0 sdIA ‘ro 11 1/0 /-■LCN 2"PVC 27 '0.0211 A A 2006 29 7 1 3 5 v 0 J 3 6 3 2p14 t7) i Q 102 t .1" J 1.13 Clallam County Assessor Treasurer Property Details 66759 HOUSING AUTHORIT Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 66759 HOUSING AUTHORITY OF CLALLAM for Year 2010 2011 Property Account Property ID 66759 Geographic ID 0630135702700000 Type Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Use Code 97 Open Space: N DFL N Historic Property N Remodel Property' N Multi Family Redevelopment: N Location N O l Address. 1944 VILLAGE CIR Mapsco PORT ANGELES WA G `1 ^P/ e/ Neighborhood Exempt All Exmpt Reference Map ID Neighborhood CD 50110030 Owner Name HOUSING AUTHORITY OF CLALLAM Owner ID ro 31369 Mailing Address: 2603 S FRANCIS ST Ownership 100 0000000000% PORT ANGELES WA 98362 -6710 I Taxes and Assessments Due Property Tax Information as of 05/20/2010 Amount Due if Paid on El_ I Statement Year ID Taxing Jurisdiction 2010 48792 ST SCH STATE SCHOOL Legal Description Agent Code Exemptions: EX PENINSULA VILLAGE V15 P6 LOT 27 SURVEY V68 P69 First a Second Half Half Base 3 Base i Base Amount Due Due Penalty I Interest Paid Due $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 1 2010 48792 CC-GEN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48792 PORT PORT $0 00 $0 00 $0 00 $0 00_$0 00 $0 00 1T0 PORT ANG PORT ANGELES_ $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 12010 48792 SD #121 SCHOOL DISTRICT #121 $000 $000 $000 $0 00 $0 00 $0 00 2010 48792 NTH OLY_LIBNORTH OLYMPIC LIBRARY $0 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48792 HOSP #2 HOSPITAL #2 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48792 WSMET PK DIST WILLIAM SHORE MET PARK DIST $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 1 2010 48792 WEED CONTROL WEED CONTROL $1 63 mm $0 00_, $0 00 $0 00 $1 63 $0 00 i 2010 48792 TOTAL. $0.00$0.00 $0.00 $1.63 $0.00 2009 667592008 STSCH_ STATE SCHOOL $0_00 $0 00 $0 00 $0 00 $0 00 $0 00 1 2009 667592008 CC -_GEN COUNTY $0 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667592008 PORT PORT $0 00 $0 00 $0,00 $0 00 $0 00_ $0 00 2009 667592008 PORT ANG PORT ANGELES $0 00 $000 $0 00 $0 00 $0 00 $0 00 2009 667592008 SD #121 SCHOOL DISTRICT #121 $0 00 $6 $0 00 $0 00 $0 00 $0 00 2009 667592008 NTH OLY LIB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667592008 HO #2 HOSPITAL #2 $0 00 $0 00 $0 00 $0 00 $0 00 �$0 00 12009 667592008 FIRE PATROL FIRE PATROL $17 90 $0 00 $0 00 $0 00 $17 90 $0 00 http. /vpn.clallam.net 8084 /propertyaccess /Property aspx ?cid =0 &year= 2010 &prop_id =66 5/20/2010