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Home My WebLink About1015 Dunker Dr - BuildingPREPARED 7/02/10 8 47 51 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/02/10 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS garage door is installed electrical rough shall be approved before installation of gwb on ceiling only/j11 BAIR 01 2/24/10 JLL BLDG AIR SEAL TIME 01 00 2/24/10 AP February 24 2010 8 20 57 AM 1pangrle DAN 808 0851 AIRSEAL AFTERNOON February 24 2010 4 44 55 PM jlierly BL3 04 2/24/10 JLL BLDG FRAMING TIME 01 00 2/24/10 AP February 24 2010 8 21 31 AM 1pangrle DAN 808 0851 FRAMING AFTERNOON February 24 2010 4 44 55 PM jlierly BLI 01 3/24/10 JLL BLDG INSULATION TIME 12 30 3/24/10 AP March 24 2010 8 33 00 AM 1pangrle DAN 808 0851 INSULATION PLEASE INSPECT BETWEEN 12 30 3 30 PM March 24 2010 4 44 15 PM jlierly FFNL 01 6/10/10 KDD FIRE FINAL 6/10/10 AP June 10 2010 9 21 53 AM kdubuc Fire final June 10 2010 9 22 17 AM kdubuc Fire final PW99 01 6/21/10 RV PUBLIC WORKS FINAL 6/21/10 AP BL99 01 7/02/10 Jjaj. BLDG FINAL July 1 2010 8 41 59 AM 1pangrle DAN 808 0851 BUILDING FINAL u PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME6 01 3/22/10 JLL MECHANICAL GAS LINE TIME 12 30 3/22/10 DA March 19 2010 4 19 55 PM 1pangrle DAN 808 0851 GAS LINE PLEASE INSPECT BETWEEN 12 30 3 30 PM March 22 2010 4 10 53 PM jlierly secure gas line and protect from traffic /jll ME6 02 3/23/10 JLL MECHANICAL GAS LINE 3/23/10 AP March 23 2010 8 43 14 AM 1pangrle CONTINUED ONTO NEXT PAGE PREPARED 7/02/10 8 47 51 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/02/10 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS GAS LINE March 23 2010 4 27 39 PM jlierly ME99 01 7/02/10 L MECHANICAL FINAL July 1 2010 8 42 46 AM 1pangrle DAN 808 0851 MECHANICAL FINAL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 1/14/10 JLL PLUMBING ROUGH IN 1/14/10 DA January 14 2010 8 30 16 AM jlierly January 14 2010 4 33 34 PM jlierly fix leak and recall jll PL2 02 2/02/10 JLL PLUMBING ROUGH IN TIME 01 00 2/02/10 AP February 1 2010 3 37 22 PM 1pangrle DAN 808 0851 ROUGH IN PLUMBING AFTERNOON February 2 2010 4 47 36 PM jlierly PL99 01 7/02/10 PLUMBING FINAL July 1 2010 8 43 10 AM 1pangrle DAN 808 0851 PLUMBING FINAL COMMENTS AND NOTES Jul 02 10 04 11p Cathy Tracy's Insulation Fax Transmittal Fo Name: Jim- City Inspector Phone number Fax number. 360 -417 -4711 I Urgent For Review Please Comment Please Reply Message: Thank You! From Name: Lauren 5829602 p1 PO Box 567 Port Angeles, WA 98362 Phone. 360 -582 9600 Fax: 360 -582 -9602 tracvsin su l ati onnmsn com Date sent: 07 -02 -2010 Time sent: Of pages including cover page 2 Ju102 10 04 11p Cathy 5829602 p SUB- CONTRACTOR TRACY'S INSULATION INC. CONTRACTOR'S REG NO TRACYI1917BT EXTERIOR WALLS Type of material Fiberglass ATTIC BATTS Type of material. Fiberglass SLOPE/VAULTED CEILINGS Type of material Fiberglass ATTIC BLOW Type of material. Fib FLOORS INSULATION CERTIFICATE THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS (WASHINGTON STATE ENERGY CODE) OR PER APPROVED PLANS, AT THE ADDRESS LOCATED BELOW Type of matenal. Fib VAPOR BARRIERS TRACY'S INSULATION INC "Insulating your Community" PO BOX 567 PORT ANGELES, WA 98362 ADDRESS /O /S /b vKL'7t_ b2r1"c P0 2j /47-16-2 MANUFACTURER CE- rem rglass G glass `Livi4i.i F PIPE WRAPS Type of matenal. Fiberglass YES X NO AUT ORI D SIGNATURE TITLE FILE THICKNESS R- VALUES ic2 43 S' /G 3 7$ /2 V9 CEILING WALLS FLOORS i, L DATE PREPARED 3/24/10 8 39 30 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/24/10 ADDRESS 1015 DUNKER DR TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN OWNER NORTH PENINSULA BUILDERS ASSOC PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV PHONE (360) 452 8160 PHONE (360) 452 8160 garage door is installed electrical rough shall be approved before installation of gwb on ceiling only/j11 BAIR 01 2/24/10 JLL BLDG AIR SEAL TIME 01 00 2/24/10 AP February 24 2010 8 20 57 AM 1pangrle DAN 808 0851 AIRSEAL AFTERNOON February 24 2010 4 44 55 PM jlierly BL3 04 2/24/10 JLL BLDG FRAMING TIME 01 00 2/24/10 AP February 24 2010 8 21 31 AM 1pangrle DAN 808 0851 FRAMING AFTERNOON February 24 2010 4 44 55 PM jlierly BLI 01 3/24/10 LL BLDG INSULATION TIME 12 30 March 24 2010 8 33 00 AM 1pangrle DAN 808 0851 INSULATION PLEASE INSPECT BETWEEN 12 30 3 30 PM COMMENTS AND NOTES i PREPARED 3/23/10 8 44 12 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/23/10 ADDRESS 1015 DUNKER DR TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN OWNER NORTH PENINSULA BUILDERS ASSOC PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV PHONE (360) 452 8160 PHONE (360) 452 8160 ME6 01 3/22/10 JLL MECHANICAL GAS LINE TIME 12 30 3/22/10 DA March 19 2010 4 19 55 PM 1pangrle DAN 808 0851 GAS LINE PLEASE INSPECT BETWEEN 12 30 3 30 PM March 22 2010 4 10 53 PM jlierly secure gas line and protect from traffic /j11 ME6 02 3/23/10 JLL MECHANICAL GAS LINE March 23 2010 8 43 14 AM 1pangrle GAS LINE COMMENTS AND NOTES PREPARED 3/22/10 8 13 52 CITY OF PORT ANGELES ADDRESS 1015 DUNKER DR TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN OWNER NORTH PENINSULA BUILDERS ASSOC PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV COMMENTS AND NOTES PHONE (360) 452 8160 PHONE (360) 452 8160 ME6 01 3/22/10 MECHANICAL GAS LINE TIME 12 30 L( March 19 2010 4 19 55 PM 1pangrle DAN 808 0851 GAS LINE PLEASE INSPECT BETWEEN 12 30 3 30 PM PAGE 2 DATE 3/22/10 Sec,ou wc)6J 1lc vV \\7/ M PREPARED 2/24/10 8 24 37 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/24/10 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BAIR 01 2/24/10 BL3 04 2/24/10 JLL garage door is installed electrical rough shall be approved before installation of gwb on ceiling only /j11 BLDG AIR SEAL TIME 01 00 February 24 2010 8 20 57 AM 1pangrle DAN 808 0851 AIRSEAL AFTERNOON BLDG FRAMING TIME 01 00 February 24 2010 8 21 31 AM 1pangrle DAN 808 0851 FRAMING AFTERNOON COMMENTS AND NOTES PREPARED 2/02/10 8 53 19 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/02/10 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 1/14/10 JLL 1/14/10 DA PL2 02 2/02/10 JL PLUMBING ROUGH IN TIME 01 00 February 1 2010 3 37 22 PM 1pangrle PLUMBING ROUGH IN January 14 2010 8 30 16 AM jlierly January 14 2010 4 33 34 PM jlierly fix leak and recall jll DAN 808 0851 ROUGH IN PLUMBING AFTERNOON COMMENTS AND NOTES PREPARED 2/02/10 8 53 19 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/25/09 PB BLDG FOUNDATION FOOTING TIME 09 00 9/25/09 AP September 25 2009 8 46 27 AM 1pangrle DAN 808 0851 FOOTING MORNING BL2 01 10/05/09 JLL BLDG FOUNDATION STEM WALL 10/06/09 AP October 2 2009 4 47 55 PM pbarthol DAN 808 0851 AM October 6 2009 8 31 55 AM jlierly BLED 01 10/13/09 PB BLDG FOUNDATION DRAINAGE 10/13/09 AP October 13 2009 8 19 43 AM 1pangrle DAN 808 0851 FOUNDATION DRAINAGE October 13 2009 1 05 03 PM pbarthol DSD 01 10/13/09 PB BLDG DOWN SPOUT DRAINS 10/13/09 AP October 13 2009 8 19 0 AM 1pangrle DAN 808 0851 DOWNSPOUT DRAINS October 13 2009 1 05 03 PM pbarthol BL3 01 10/29/09 JLL BLDG FRAMING TIME 01 00 10/29/09 AP October 28 2009 1 23 4 PM 1pangrle DAN 808 0851 JOIST GIRDER UNDERFLOOR FRAMING HE REQUESTED A 1 00 PM INSPECTION SO THE KIDS CAN HEAR WHAT YOU HAVE TO SAY October 29 2009 4 22 32 PM jlierly BL3 02 1/07/10 JLL BLDG FRAMING TIME 01 00 1/07/10 DA January 7 2010 8 15 27 AM 1pangrle DAN 477 4249 FRAMING AFTERNOON January 7 2010 4 54 07 PM jlierly over driven nails renail and recall/j11 BL9 01 1/14/10 JLL BLDG SHEARWALL 1/14/10 AP January 14 2010 8 30 36 AM jlierly DAN 808 0851 February 1 2010 3 36 37 PM 1pangrle PARTIAL FRAMING January 14 2010 4 33 24 PM jlierly "k Gtr c y c.F I. BL3 03 2/02/10 JLI /7 BLDG FRAMING TIME 01 00 AFTERNOON 9 k-14-V &i r& es C e-c h CONTINUED ONTO NEXT PAGE t9I44-04 --dakA,1 4 .046 PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS September 25 2009 4-46.59 PM pbarthol 4J PAGE 8 DATE 2/02/10 INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE Z l) 0 /`t, W 11 ROUGH IN z 151i b q FINAL G i Zi 10 0 4 COMMENTS 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 2316 sqft Owner NORTH PENINSULA HOME BUILDERS ASSOC PO BOX 748 PORT ANGELES (360) 452 8160 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total WA 160 98362 200 180 70 2/01/10 7/31/10 Charged 180 70 00 180 70 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 10 00000096 268064 1015 DUNKER DR 06 30 01 8 3 0120 0000 ELECTRICAL ONLY RS9 RESDNTL SINGLE FAMILY 0 ELECTRICAL NEW RESIDENTIAL 180 70 00 180 70 Contractor EXTRA MILE TECH ELECT LLC 418 N RACE ST PORT ANGELES WA 98362 (360) 457 0198 Plan Check Fee Valuation Qty Unit Charge Per 1 00 110 3000 ECH EL R SQFT FIRST 1300 2 00 35 2000 ECH EL R SQFT ADDITIONAL 500 Paid Credited Due 00 00 00 Date 2/01/10 00 00 00 0 0 0 Extension 110 30 70 40 Date JAN -31 -2010 05 22 PM City of Port Angeles Permit Application Building OIvhdonlElactrlcal Inspections 321 East Nth Street- P.O. Box 1130 Pod Angela Washington. 98382 Ph: 1380) 4174735 Fax: (380) 417-4711 Dole 3/ L I 2 Single Family Dwelling Multi-Family or Commercial' Commercial Addilinn 1 Alteration Rompdgl r Roca: Plan Review May 9e Re qqutred, Please Comp E.ec■iical Pion Roview Information Sheet Job Address. /L7 /S 7� ld C f Building Square Footage C.. Description of above !E I 4 *VL r t. Owner Information Name: Meiling Address: City: State: Phone Fax: License ft Exp Unit Charge 5119.90 3 1 45 50 S 204.60 S 262.2a 5 312.50 2.80 S 73 50 S 2.80 S 92.70 5 110.30 5 118.70 5 107.90 95.90 08.20 95.90 5 63.90 3 63,90 5119.90 5 102.30 5 110.30 S 35.20 73 50 S 110.30 5 56.00 Oty Branco Circuit WIO Service Feeder 5 Each Additional Branch Circuit S Temp, Service/ Feeder 200 Amp 5 temp Service/Feeder201-400Amp. S Temp Service/Feeder 401.600 Amp 5 Temp. Service/Feeder 801 -1000 Amp. Portal to Portal Hourly 5 Sign /Outline Lighting 5 Signal Circuit/ t united Energy Commercial A0Naonst 0e S. t. Signal Circuit/ Limited Energy 1 2 Family Dwelling 5 Signal Circuit/ Limited Energy Multi -Family Dwelling S Manufactured Home Connection S Renewable Electrical Energy 5KVA System or Less S. f c First 1300 Square FI. S J' r: 7 Each Additional 500 Square Ft. or Portion of S r:ach Outbuilding or Detached Geroge 5 Each Swimming Pool or Hot Tub S Thermostat S 117 !L total 4 FE 7C, Owner at defined by RCW.19.28.261 (1) Owner will occupy the structure for Iwo years after lids electrical permit 13 (lnolltcrI. i Zl t7.vr,or Is required to hire an electrical contractor N above saki popery Is for sale, rent or lease. nnit expires steer six months of Iasi inspection. 4t-- E JANSSEN L- r2 Gbt►� Total (Oty Multiplied by Unit Charqgl Service/Feedar 200 Amp. SemcelFoedor 201 Amp Service/Feeder 401-600 Amp. Service/Feeder 601 -1000 Amp. Servrcc/ eerier over 1000 Amp Branch Circuit W/ Service Feeder 360 452 2982 RECEIVED FEB 12009 ELECTRICAL INSPECTIONS Contractor Information Name: IXTIt4 /NILE -recH ELtafteco►1 Mailin Address: R�Iq� city. r State: r r q zip: 1 4 1 7 4 E Phone: Fax: '7 !I'bf 1 icense fl 1 Exp gx ?t/}A'r t, k i '1 1 /adiapll Altar reading the above statement. I hereby certify that 1 am the owner of the above named property or a licensed electrical contractor I am making the electrical InataBetIon or etlaratlon in compliance with the electrical laws, N.E.C. RCW. Chapter 1019, WAC. Chapter 298.488, The City of Port Angeles Municipal Code, and Utility Specifications. Signature of owner electrical contractor or electrical administrator O Cash D ,,4:11nc► �.tlatP.. 31 -0 Credit Card a. P r0 1 Applidation Number 10 00000088 Date 1/27/10 Application pin number 449656 Property Address 1015 DUNKER DR ASSESSOR PARCEL NUMBER 06 30 01 8 3 0120 0000 Tenant nbr name NORTH PENINSULA HOME BLDR Application type description FIRE SPRINKLER SYSTEM Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation Application desc INSTALL A FIRE SPRINKLER SYSTEM Owner Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5'h Street, Port Angeles, WA 98362 4V Contractor NORTH PENINSULA HOME INNOVATED FIRE SPRINKLERS BUILDERS ASSOC 81 NEW HAVEN LANE PO BOX 748 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 7583 (360) 452 8160 Structure Information 000 000 INSTALL A FIRE SPRINKLER SYSTEM FIRE SPRINKLER RESIDENTIAL FIRE SPRINKLER SYSTEM 160119 00 Plan Check Fee 00 1/27/10 Valuation 0 7/26/10 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 fr the background A full acceptance test ill be required for the fire sprinkler system Charged Paid Credited Due 00 00 00 00 00 00 00 00 00 00 00 00 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 compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. /k-t—,./7 /V /a Signature of Contractor or Au orized Agent Date Signature of Owner (if Owner is builder) Date Inspection Type Date Passed 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 (0a lb 10 V.DD FIRE ALARM Rough -in inspection Alarm final LP -GAS Completed by Contractor- Test #1 Piping pressure test psi Underground piping inspection /pressure test Above ground piping inspection/pressure test Time initiated Tank (container) inspection Test #2 Piping pressure test psi Appliance inspection 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 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. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE 2/15/00 GENERAL COMMENTS 7C Applicant or Agent. Owner Address: Architect/En mneer Contractor //VA/Og,J-J F/ I2 State License &VNO_zJ /-S C1 __ACAExp /j2 /0/oPhone: U/5 2 —?,5 Address: J1✓P� -t) /J I d A V LA.., City P-01,-- f -Ri 624 Zip .6 3 6 2_ PROJECT ADDRESS (b Dr ZONING LEGAL DESCRIPTION Lot CLALLAM COUNTY PARCEL NUMBER. TYPE OF WORK. Residential New Constr. Multi- family Addition Commercial Remodel Repair Sign BRIEF DESCRIPTION OF TAE PROJECT COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load. Construction Type: No. of Stones: Lot Size: Existing Sq. Ft. Total lot coverage PLANNING USE ONLY BUILDING PERMIT APPLICATION Fill out C'OMPLETELI and in INK. I our application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 Vt.c Q 1J QV' Phone. L ls Z- r ti 1(--t.' 1 P lr' Phone. on e. Block. Subdivision. ST7 /VALUATION Re -roof Stove SF /SF 5 Move0 Garage SF /SF 5 Demolition Deck SF 5 /SF 5 Other TOTAL VALUATION f 'M e l. ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other TAFORMS\BIdgpermutformwpd Applicant: Proposed Sq Ft Phone. Date: 1//010' /010' FOR OFFICIAL USE ONL' Date kec. t -Z` -10 Permit k ©f Dat.. Approved: Date Issued 'f= o tr'* Zip q&-s6 O U TOTAL Sq Ft APPROVALS PLAN BLDG. DPWU- FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the apphcant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW- If no permit is issued within 180 days of the date of apphcatton, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon wntten request by the applicant (see Section R105.3.2 of the International Buildm esidentlal Code, 2003). No application can be extended more than once. I hereby certify that 1 have read a d examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that must obtain such permits prior to wo k. Clallam County Assessor Treasurer Property Details 63474 NORTH PENINSULA Page 1 of 3 Clallam County Asse Property Search Results 63474 NORTH PENINSULA HOME BLDRS ASC for Year 2010 2011 Property Account Property ID Geographic ID Type Tax Area: Open Space. Historic Property' Multi Family Redevelopment Location Address. Neighborhood Neighborhood CD Owner Name Mailing Address. Taxes and Assessments Due Amount Due if Paid on sor Treasurer 63474 Legal Description LINN ACRES LOT 12 .21A 0630018301200000 Agent Code Real 0010 PA 121 PORT ST CNTY H2 L Land Use Code 91 N DFL N N Remodel Property' N N. 1015 DUNKER DR PORT ANGELES WA 98362 Cycle 5 Res 10955130 Property Tax Information as of 01/25/2010 Mapsco Map ID NORTH PENINSULA HOME BLDRS ASC Owner lD PO BOX 748 Ownership PORT ANGELES WA 98362 Exemptions. Improvement Homesite alue N/A Improvement Non -Home ite Value N/A Land Homesite Value N/A Land Non Homesite Value N/A Ag Timber Use Value Curr Use (HS) N/A N/A Curr Use (NHS)' N/A N/A 43569 100 0000000000% First Second Half Half Statement Base Base Base Amount Year ID Taxing Jurisdiction Due Due Penalty Interest Paid Due 2009 634742008 ST SCH STATE SCHOOL $79 54 $79 53 $0 00 $0 00 $159 07 $0 00 2009 634742008 CC -GEN COUNTY $40.26 $40.24 $0 00 $0 00 $80 50 $0 00 2009 634742008 PORT PORT $5 70 $5 70 $0 00 '$0 00 $11 40 $0 00 2009 634742008 PORT ANG PORT ANGELES $88 30 $88.27 $0 00 $0 00 $176 57 $0 00 2009 634742008 SD #121 SCHOOL DISTRICT #121 $98 33 $98 39 $0 00 $0 00 $196 72 $0 00 2009 634742008 NTH OLY LIB NORTH OLYMPIC LIBRARY $11 70 $11 69 $0 00 $0 00 $23 39 $0 00 2009 634742008 HOSP #2 HOSPITAL #2 $16 51 $16 51 $0 00 $0 00 $33 02 $0 00 2009 634742008 WEED_CONTROL WEED CONTROL $0 81 $0 82 $0 00 $0 00 $1 63 $0 00 2009 634742008 TOTAL. $341 15 $341 15 $0.00 $0.00 $682.30 $0.00 NOTE If you plan to submit payment on a future date, make sure you enter the date and RECALCULATE to obtain the correct total amount due Values http. /vpn.clallam.net 8084 propertyaccess /Property.aspx ?cid =0 &year= 2010 &prop_id =63 1/25/2010 PREPARED 1/14/10 8 31 35 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/14/10 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/25/09 PB BLDG FOUNDATION FOOTING TIME 09 00 9/25/09 AP September 25 2009 8 46 27 AM 1pangrle DAN 808 0851 FOOTING MORNING September 25 200 9 4 4 6 59 PM pbarthol BL2 01 10/05/09 JLL BLDG FOUNDATION STEM WALL 10/06/09 AP October 2 2009 4 47 55 PM pbarthol DAN 808 0851 AM October 6 2009 8 31 55 AM jlierly BLFD 01 10/13/09 PB BLDG FOUNDATION DRAINAGE 10/13/09 AP October 13 2009 8 19 43 AM 1pangrle DAN 808 0851 FOUNDATION DRAINAGE October 13 2009 1 05 03 PM pbarthol DSD 01 10/13/09 PB BLDG DOWN SPOUT DRAINS 10/13/09 AP October 13 2009 8 19 10 AM 1pangrle DAN 808 0851 DOWNSPOUT DRAINS October 13 2009 1 05 03 PM pbarthol BL3 01 10/29/09 JLL BLDG FRAMING TIME 01 00 10/29/09 AP October 28 2009 1 23 41 PM 1pangrle DAN 808 0851 JOIST GIRDER UNDERFLOOR FRAMING HE REQUESTED A 1 00 PM INSPECTION SO THE KIDS CAN HEAR WHAT YOU HAVE TO SAY October 29 2009 4 22 32 PM jlierly BL3 02 1/07/10 JLL BLDG FRAMING TIME 01 00 1/07/10 DA January 7 2010 8 15 27 AM 1pangrle DAN 477 4249 FRAMING AFTERNOON January 7 2010 4 54 07 PM jlierly over driven nails renail and recall /j11 BLDG SHEARWALL BL9 01 1/14/10 r January 14 2010 8 30 36 AM jlierly PL2 01 1/14/10 PERMIT PL 00 PLUMBING P IT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS JLL PLUMBING ROUGH IN January 14 2010 8 30 16 AM jlierly COMMENTS AND NOTES 1 --g,40-k- re..;.jek.) vo(41 PREPARED 1/07/10 8 18 03 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/07/10 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/25/09 PB BLDG FOUNDATION FOOTING TIME 09 00 9/25/09 AP September 25 2009 8 4'6 27 AM 1pangrle DAN 808 0851 FOOTING MORNING September 25 2009 4 46 59 PM pbarthol BL2 01 10/05/09 JLL BLDG FOUNDATION STEM WALL 10/06/09 AP October 2 2009 4 47 55 PM pbarthol DAN 808 0851 AM October 6 2009 8 31 55 AM jlierly BLED 01 10/13/09 PB BLDG FOUNDATION DRAINAGE 10/13/09 AP October 13 2009 8 19 43 AM 1pangrle DAN 808 0851 FOUNDATION DRAINAGE October 13 2009 1 05 03 PM pbarthol DSD 01 10/13/09 PB BLDG DOWN SPOUT DRAINS 10/13/09 AP October 13 2009 8 19 10 AM 1pangrle DAN 808 0851 DOWNSPOUT DRAINS October 13 2009 1 05 03 PM pbarthol BL3 01 10/29/09 JLL BLDG FRAMING TIME 01 00 10/29/09 AP October 28 2009 1 23 41 PM 1pangrle DAN 808 0851 JOIST GIRDER UNDERFLOOR FRAMING HE REQUESTED A 1 00 PM INSPECTION SO THE KIDS CAN HEAR WHAT YOU HAVE TO SAY October 29 2009 4 22 32 PM jlierly BL3 02 1/07/10 BLDG ryA7IN2 TIME 01 January 7 2010 8 15 27 AM M 1pangrle DAN 477 4249 FRAMING AFTERNOON COMMENTS AND NOTES Citkik 1 --k) ?-6-79-0 PREPARED 10/29/09 8 18 40 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/29/09 ADDRESS 1015 DUNKER DR TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN OWNER NORTH PENINSULA BUILDERS ASSOC PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV BL1 01 9/25/09 PB BLDG FOUNDATION FOOTING TIME 09 00 9/25/09 AP September 25 2009 8 46 27 AM 1pangrle DAN 808 0851 FOOTING MORNING September 25 2009 4 46 PM pbarthol BL2 01 10/05/09 JLL BLDG FOUNDATION STEM WALL 10/06/09 AP October 2 2009 4 47 55 PM pbarthol DAN 808 0851 AM October 6 2009 8 31 55 AM jlierly BLED 01 10/13/09 PB BLDG FOUNDATION DRAINAGE 10/13/09 AP October 13 2009 8 19 43 AM 1pangrle DAN 808 0851 FOUNDATION DRAINAGE October 13 2009 1 05 03 PM pbarthol DSD 01 10/13/09 PB BLDG DOWN SPOUT DRAINS 10/13/09 AP October 13 2009 8 19 10 AM 1pangrle DAN 808 0851 DOWNSPOUT DRAINS October 13 2009 1 05 03 PM pbarthol BL3 01 10/29/09 LL BLDG erAMING TIME 04 00 October 28 2009 1 23 41 PM 1pangrle DAN 808 0851 JOIST GIRDER UNDERFLOOR FRAMING HE REQUESTED A 1 00 PM INSPECTION SO THE KIDS CAN HEAR WHAT YOU HAVE TO SAY COMMENTS AND NOTES PHONE (360) 452 8160 PHONE (360) 452 8160 PREPARED 10/13/09 8 30 47 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/13/09 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/25/09 PB BLDG FOUNDATION FOOTING TIME 09 00 9/25/09 AP September 25 2009 8 46 27 AM 1pangrle DAN 808 0851 FOOTING MORNING September 25 2009 4 46 59 PM pbarthol BL2 01 10/05/09 JLL BLDG FOUNDATION STEM WALL 10/06/09 AP October 2 2009 4 47 55 PM pbarthol DAN 808 0851 AM October 6 2009 8 31 55 AM jlierly BLFD 01 10/1./09 JLL BLDG FOUNDATION DRAINAGE October 13 2009 8 19 43 AM 1pangrle DAN 808 0851 FOUNDATION DRAINAGE DSD 01 t ]0 /.13�f 09 JLL BLDG DOWN SPOUT DRAINS October 13 2009 8 19 10 AM 1pangrle DAN 808 0851 DOWNSPOUT DRAINS COMMENTS AND NOTES ;114 Pa/4 \c\ PREPARED 10/05/09 8 24 20 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/05/09 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/25/09 PB BLDG FOUNDATION FOOTING TIME 09 00 9/25/09 AP September 25 2009 8 46 27 AM 1pangrle DAN 808 0851 FOOTING MORNING September 25 2009 4 46 59 PM pbarthol BL2 01 10/05/09 L BLDG FOUNDATION STEM WALL October 2 2009 4 47 55 PM pbarthol DAN 808 0851 AM COMMENTS AND NOTES PREPARED 9/25/09 8 47 29 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/25/09 ADDRESS 1015 DUNKER DR SUBDIV TENANT NBR NORTH PENINSULA BLDG ASSC CONTRACTOR NORTH PENINSULA BUILDING ASSN PHONE (360) 452 8160 OWNER NORTH PENINSULA BUILDERS ASSOC PHONE (360) 452 8160 PARCEL 06 30 01 8 3 0120 0000 APPL NUMBER 09 00000916 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/x'5/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 September 25 2009 8 46 27 AM 1pangrle DAN 808 0851 FOOTING MORNING COMMENTS AND NOTES a acreetr-tOxy/ 5W'P7C./O7/",---e' l a m t a /J r _6.-Ft Application Number 09 00000916 Date 9/23/09 Application pin number 974500 Property Address 1015 DUNKER DR ASSESSOR PARCEL NUMBER 06 30 01 8 3 0120 0000 Tenant nbr name NORTH PENINSULA BLDG ASSC Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 156891 Application desc 1 1 641 SF SFR 517 SF ATT GAR 158 SF CVRD PORCH Owner NORTH PENINSULA BUILDERS P 0 BOX 748 PORT ANGELES WA (360) 452 8160 ASSOC 8362 Structure Information 000 000 1 641 SF SFR 517 ATT GAR 158 CVD PORCH Other struct info TOTAL LOT COVERAGE 24 79 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 9340 00 PROPOSED LOT COVERAGE 2316 00 TOTAL LOT COVERAGE 2316 00 NUMBER OF UNITS 1 00 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4' DROP IN WATER METER Permit pin number 153940 Permit Fee 355 00 Plan Check Fee 00 Issue Date 9/23/09 Valuation 156891 Expiration Date 3/22/10 Qty Unit Charge Per 1 00 355 0000 EA. PW WATER METER DROP IN Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 153957 Permit Fee '135 00 Plan Check Fee 00 Issue Date 9/23/09 Valuation 156891 Expiration Date 3/22/10 Qty Unit Charge Per Extension 1 00 135 0000 EA SAN SEWER HOOKUP 135 00 Special Notes and Comments Address numbers shall le plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color fr the background 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 co structi Signature of Contractor or Authorized Agent T•\Policies \1102 15 [10 /08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES WA 98362 Contractor NORTH PENINSULA BUILDING ASSN PO BOX 748 PORT ANGELES WA 98362 (360) 452 8160 Extension 355 00 Date Signature of Owner (if owner is builder) Date INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 CONSTRUCTION R.W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 BUILDING PERMIT INSPECTION RECORD r 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 t T \Policies \1102 15 [10/08] KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE vjklir Application Number Application pin number Other Fees Fee summary T• \Policies11 102 15 10 /08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 09 00000916 974500 Special Notes and Comments 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) September 15 2009 6 13 37 PM sroberds The site is located in the RS 9 zone Proposal will result in construction of new sfr with 25% lot coverage and 331 site coverage No land use issues anticipated September 8 2009 4 07 10 PM Brian 417 4708 OK Any and all contractor s) and subcontractor(s) doing work under this permit in the City Right of Way is required to provide written documentation that the City has been named as an additional insured 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 inithe City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouri concrete DRA 2005 lA Sanitary Sewer $1078 78 Admin Fee $47 32 DRA 2005 1B Street $69554 Admin Fee $30 51 September 9 2009 10 17 AM rbecker If you are installing alclosed fire system you will need to install a double check backflow assembly If you are installing an open firelsystem you will not need to install a backflow assembly If you have any questions contact Ron Becker at (360)417 4886 E mail rbecker @cityofpa us Fax 360 452 4972 CITY DRA 1 DRA FEES PLUS INTEREST EUGA CITY SEWER DEV FEE RES UNDERGRND SERVICE FEE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited Page 2 Date 9/23/09 77 83 1774 32 1510 00 713 00 4 50 1510 00 Due Permit Fee Total 490 00 490 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 5589 65 5589 65 00 00 Grand Total 6079 65 6079 65 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 clays 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 INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 CONSTRUCTION R.W PW ENGINEERING FIRE 417 -4653 FIRE DEPT PLANNING DEPT 417 -4750 PLANNING DEPT BUILDING 417 -4815 BUILDING 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 T \Policies \1102 1 [10/08] Owner T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000916 Date 9/23/09 Application pin number 974500 Property Address 1015 DUNKER DR ASSESSOR PARCEL NUMBER 06 30 01 8 3 0120 0000 Tenant nbr name NORTH PENINSULA BLDG ASSC Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 156891 Application desc 1 641 SF SFR 517 SF AT 4 00 7 2500 EA 2 00 10 6500 EA 1 00 10 6500 EA NORTH PENINSULA BUILDERS ASSOC P 0 BOX 748 PORT ANGELES WA 98362 (360) 452 8160 GAR 158 SF CVRD PORCH Contractor NORTH PENINSULA BUILDING ASSN PO BOX 748 PORT ANGELES WA 98362 (360) 452 8160 Structure Information 000 000 1 641 SF SFR 517 ATT GAR 158 CVD PORCH Other struct info TOTAL LOT COVERAGE 24 79 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 9340 00 PROPOSED LOT COVERAGE 2316 00 TOTAL LOT COVERAGE 2316 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 1 641 SF SFR 517 ATT GAR Permit pin number 153031 Permit Fee 1339 45 Plan Check Fee Issue Date 19/23/09 Valuation Expiration Date 3/22/10 Qty Unit Charge Per BASE FEE 1 00 14 8000 EA ME FURN /HP /FAU OR 5 TON ME VENT FAN (SINGLE DUCT) ME STOVE /FIREPLACE /MISC APP ME FUEL GAS PIPING 1 5 OUTLETS 870 64 156891 Qty Unit Charge Per Extension BASE FEE 1020 25 57 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 319 20 Permit MECHANICAL PERMIT Additional desc Permit pin number 153049 Permit Fee 125 75 Plan Check Fee 00 Issue Date 9/23/09 Valuation 0 Expiration Date 3/22/10 Extension 50 00 14 80 29 00 21 30 10 65 iRmett Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void.if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The gr. of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construct on or the performance o c.on. L AJ A ccjk— Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R.W PW Engineering Piers Fire Post Holes (Pole Bldgs.) 417 -4653 PLUMBING Planning Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 Gas Line Back Flow Water FINAL Date 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. Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping 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. T.Forms /Building Division /Building Permit 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 construct on or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Application Number Application pin number Other Fees T:FormsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 09 00000916 974500 Permit PLUMBING PERMIT Additional desc Permit pin number 153064 Permit Fee 107 00 Plan Check Fee 00 Issue Date 9/23/09 Valuation 0 Expiration Date 3/22/10 Qty Unit Charge leer Extension BASE FEE 50 00 4 00 7 0000 EA PL- PLUMBING TRAP 28 00 1 00 7 0000 EA PL -WATER LINE 7 00 1 00 15 0000 E1 PL -SEWER LINE 15 00 1 00 7 0000 E13 PL -WATER HEATER 7 00 Special Notes and Comme is Address numbers shall e plainly visible from the street Address numbers shall e a minimum of six inches high and be of contrasting color f]om the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprin ler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) September 15 2009 6 13 37 PM sroberds The site is located in the RS 9 zone Proposal will result in construction of new sfr with 25% lot coverage and 33% site coverage No land use issues anticipated September 8 2009 4 07 10 PM Brian 417 4708 OK Any and all contractor(s) and subcontractor(s) doing work under this permit in the City Right of Way is required to provide written documentation that the City has been named as an additional insured 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 DRA 2005 1A Sanitary Sewer $1078 78 Admin Fee $47 32 DRA 2005 1B Street $695 54 Admin Fee $30 51 September 9 2009 10 17 49 AM rbecker If you are installing a closed fire system you will need to install a double check backflow assembly If you are installing an open fire system you will not need to install a backflow assembly If you have any questi.ns contact Ron Becker at (360)417 4886 E mail becker @cityofpa us Fax 360 452 4972 CITY DRA Page 2 Date 9/23/09 77 83 Inspection Type Date Accepted By Parking Lighting Comments FOUNDATION Date Accepted By Footings Stemwall Foundation Drainage Downspouts R.W PW Engineering Piers Fire Post Holes (Pole Bldgs.) 417 -4653 PLUMBING Planning Accepted by Under Floor Slab 417 -4750 Rough -In Building Water Line (Meter to Bldg) 417 -4815 Gas Line Back Flow Water FINAL Date 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. Accepted by Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts FINAL Date MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping 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. T Forms /Building Division /Building Permit Separate Permits are required for electrical void if work or construction authorized after the work has commenced, or if required read and examined this application and be complied with whether specified herein state or local law regulating construct work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and is not commenced within 180 days, if construction or work is suspended or abandoned for a period of I80 days inspections have not been requested within 180 days from the last inspection I hereby certify that I have know the same to be true and correct. All provisions of laws and ordinances governing this type of work will or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any on or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Application Number Application pin number Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T:FormsBuilding DivisionBuilding Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 09 00000916 974500 DRA FEES PLUS INTEREST EUGA CITY SEWER DEV FEE RES UNDERGRND SERVICE FEE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited Due J 172 20 6 70 64 5589 65 8032 49 Page 3 Date 9/23/09 1774 32 1510 00 713 00 4 50 1510 00 1572 20 00 00 870 64 00 00 5589 65 00 00 8032 49 00 00 Inspection Type Date Accepted By Comments FOUNDATION Footings 25 O (JC- Stemwall t o 5 059 st-i— Foundalion Drainage Downspouts i 0 0 q TLA- Piers PW Engineering 417 -4831 Post Holes (Pole Bldgs.) Fire PLUMBING Accepted Under Floor Slab Planning Rough -in 2 U 3 Li.' Water Line (Meter to Bldg) Building Gas Line 417 -4815 Back Flow Water 'J(..L FINAL Date -Z- by AIR SEAL. ZA-1 O '3'(„ t— Walls Ceiling FRAMING. Part al Gatoge &-Z -10 )L2.- mI n i Z. -Z4 =10 Joists Girders Under Floor 10 Z`) I 10 U XL Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION 3_2..tL _Ip J L- Slab Wall Floor Ceiling MECHANICAL. �'j 00 -1 D L` Heat Pump Furnace FAU Ducts Rough -In Gas Line 3 711 Wood Stove Pellet Chimney Commercial Hood Ducts Z FINAL Date Accepted by MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE SEPA. ESA. SHORELINE. Parking Lighting Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 *1 -Z to 'J(..L PLANNING DEPT Separate Permit #s SEPA. ESA. SHORELINE. Parking Lighting Landscaping 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. T.Forms /Building Division /Building Permit INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE C e kit 6 ROUGH IN FINAL 1//16/0t C COMMENTS Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type descrip Subdivision Name Property Use Property Zoning Application valuation Application desc Temp pole Owner NORTH PENINSULA BUILDERS P 0 BOX 748 PORT ANGELES WA (360) 452 8160 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total 09 00000956 892992 1015 DUNKER DR 06 30 01 8 3 0120 0000 ion ELECTRICAL ONLY ASSOC 8362 ELECTRICAL TEMPORARY SERVICE 153718 72 50 9/18/09 3/17/10 72 50 00 72 50 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 RS9 RESDNTL SINGLE FAMILY 0 Contractor SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457 9270 Qty Unit Charge Per 1 00 72 5000 ECH EL TEMP SRV 0 200 SRV FDR Paid Credited Due 72 50 00 72 50 Plan Check Fee Valuation 00 00 00 Date 9/18/09 WA 98363 00 0 Extension 72 50 00 00 00 Date 9 09/03/2009 21 35 4579270 City of Port Angeles Pent it Applictlllicon Building DlvlslordErectrical Im p actions 321 East Fifth Street— P.O. Bo r 1150 Port Angeles Washington, 1903 Ph: (380) 4174735 Fax: (:'16i) e 1'411 71 Date: qj /7 /0 x 1 2 Family I:» :fling Multi Family or COI1 Commercial Addition 1, I eration F'qnodel Repair' Plan Review May Be RI it ed, F'Ii :if: Complete Electrical Plan Review Informati DO Sheet Job Address: C7 I _Li t Dr( Building Square Footage Description Of above .'S+ IL.4 c. 4r Owner Information I], 17 8 Name: 4441A-rt. i. (tten- Mailing Address: E G! c5,,, ,211 if City' f A ;tote: ,i;p1 Zi Phone: 450��I .1 lax: License l Exp.,_� Unit Charge 93.75 $113.75 $160.00 $205.00 $2,91,25 2.00 57,50 2.00 12.50 86.25 $116.25 $131,25 75.00 69,00 75.00 50.00 50.00 93.75 80,00 86.25 27.50 57,50 86.25 43,75 Owner as defined by RCW.. rt9. electrical contractor if above s After reading the above stai:en installation or °iteration in uor Utility Specifications. Slgnajwe of owner, eleddcall cntracto 7 6 x261 (1) :wiper will occupy the structure for two years alto., this eleclrlcai permit is finalized. (2) Otnreris required to hire an 71d proper `fir is for sale, rent or lease a tt, t here :4r certify fiat t am the owner of the above named rroperty or a licensed electrical contractor. i am making the electrical it •liaece Willi the electrical taws, N.E.C. ROM Chapter 19.28, WAC. Chapter 29&468, The City of Port Angeles Municipal Code, and ar electrical administrator to te r: 4 /0F ECEIV EP 1 ELECTRICAL INSPECTIONS Mailing /id City' N ELECTRIC State: Phone: 2 '7 Fax: license 1 I Exp, wt Cash 0 Chet* Crac it Card Total (Qty Multiplied by Unit 'harge) 8 ,ervice/Feede 200 Amp. Servlce/Feede 201 -400 Amp. Service/Feede 401 -600 Amp. Servlce&Feede 601 -1000 Amp. Service /Feede over 1000 Amp. Branch Circuit IN/ Service Feeder 8 Branch Circuit W/O Service Feeder Each Addition; 1 Branch Circuit 8_L 0 Temp, Service Feeder 200 Amp. Temp. Service Feeder 201-400 Amp, Temp. Service 'Feeder 401 -600 Amp. Temp. Service' Feeder 601 -1000 Amp. Portal to Porta Hourly Sign /Outline Li 3hting Signal Circuit/ _kraal Energy Commercial Signal Circuit/ .invited Energy 1 Family Dwelling Signal Circuit/ .Imited Energy Multi Family pwclling 8 Manufactured come Connection Renewable EIS ctrical Energy 5KVA System or Less 8 First 1300 5qu fire Ft. Each Additions 1 500 Square Ft. or Portion of Each Outbuildi ig or Detached Garage Fach Swimmir g Pool or Hot Tub thermostat 7e,1,50 'total PAGE 01jA, Contract 3r Information Name: ,5.id2_L SOh E/. e et c L..,i.. C 4? 1 0 RESIDENTIAL PLAN REVIEW GUIDELINES City of Port Angeles Building Division 321 E 5 St. Port Angeles, WA 98362 it 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 engineering will be needed because of lateral design issues. BILE 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 retain 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 groove1 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 3 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 T Building /Handouts /Pesidential Plan Review Guide nes (Rev 03- 18 -09) °age 1 of 8 LIFE SAFETY MISC ITEMS 8 Sleeping rooms must have an egress 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 Build ig /Handouts /Residential 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 1 /2 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 and from any point loads) 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 wal .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 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 R501 2 T Building /Handouts /Residertial Plan Review Guidelines (Rev 0-18-09) 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 2 nd 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 03- 18 -09) Page 4 of 8 9 47 Sawn lumber floor joists shall have 1' /z (min) bearing and shall lap 3 min at intermediate girders Engineered I- joists 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 wa Is 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 walls 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 G sidelines ^ev 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 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 high walls 20" side panels 10 foot max. high walls) 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 furtheststuds (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" min width for one -story structures 24 min width for first floor of 2 -story T Building /Handouts /Residenua! Plan Review Guidelines (Rev 03- 18 -09) Page 6 of 8 1. (4 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 galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 p and capacity hold- downs) O 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 St jongWalls —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 l Floor Conditions Braced wall (any of the method's listed above) must startat 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 "d 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 1.0 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 Toads onto headers must have headers sized accordingly point loads over 5000 Ibs 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 Toad 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 Toads) 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;'FeGidential Plan Review Guidelines (ReL C3- 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 Tight 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 shall 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 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. 80 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. M.1307 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 1/4 ID 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 3 /4 Pex type is a coil material and is not allowed for this application T BuildurgiHandouts /Residential Plan Review Guidelines (Re 03- 18 -09) Page 8 of 8 Applicant Vorf'1 T?,u (ct. C-4 3tA 1 43 Property Owner /t t 1l��-.0 >c,. Q&L„ I�(I,,Ii Property Owner's Address 40. ?nx 7Y?, 4 A Contractor J-),„Q Contractor's Address ti PA ,g 2. o )d X 7W License CC 0 E .,r�, p pe 994 v Expires 2/197 PROJECT ADDRESS Parcel Number Residential ol= SF. 2. Multi- family Commercial Industrial Project Type Brief Description. Check all that apply ,New Construction C0 w �i A) Addition Cam/ 4. rfene 1 n.vot le a ■ir.Q Remodel Repair Demolition Re -roof House garage other tear off re -roof lay over one layer Heat System rHeat pump wood burning stove ggas fireplace pellet stove other Other Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Existing (sq. ft.) Max. height of proposed structures rl ft. Will a lawn sprinkler system be installed? AL Will a fire sprinkler system be installed? T:Forms /Building Division /Bldg Permit.doc Proposed (sq. ft) /6, y/ 566 Fr o-0 57 7 g 3010-1) 15g s Pr Ia r) Occupancy group Occupant load Construction type ne Phone Phone E -mail Lot Zoning (Z g per sq. ft. TOTAL VALUATION For City Use Only Date Received 4 1 S ci Permit 0 to ate Approved go'—o/ C A �tfi %I /06 per7cc g8'3o'2 /VP /3 (Q/ 6/ t uw Cc' 13? 4 1S-s S/ /Q 9( D Total footprint of structures ,P3 I Co sq. ft. Lot size 9" sq. ft. Lot coverageAtf,7q Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways sidewalks patios, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage 5 a,f1Ca 9 U j3 of bedrooms 3 of full baths 2 of half baths I have read and completed this application and know it to be true and correct. I am authorize to apply for this permit and understand that it is my responsibility to determine what perm/ are required, and to obtain permits prior king o ects. Date Oct Print Name cx ry P ri ri e Signature 8 8 25' -O" 19'-0" 119' -On SITE PLAN Norhi'7' 25 -0" 4 CITY GOVERNMENT Contact. Phone Phone 2 FAX Type of Heat Source. PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition). Climate Zone 1 Site Information. Lot. iD- Address /0 S bc4 „1 kg-r" City' 7 I -N 9 .JO S State wA Zip qe 3 G 2 ry \`P Or. CO (A- 701? ogcI LiCD (al c Building Department Use Only Permit Notes Oct -116 Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) tiori IV Unlimited Group R 3 and R-4 Occupancies Only ica! 1 0.35 verFiead;' 0 58 0.20 R 38 R 30 R -21 W jt Interior, 10101, 1 ,Gr R 21 'Wall, t .a ;E)c Bw Grade R 10 R 30 Slab pity ;Coi rete R 10 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. 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 architectural purposes. Location of the door taking this exception 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 het pt( T Forms /Building Division /Prescriptive Approach- Simple Form 7 12 6 15 918 60 TA) ''S T 910 22 70 Applicant Information Permanent service. Name and address of party responsible for permanent service billing? Name. No h P .v r n, S “.(4. Dc t r 1 do ivdi 4 Street: U x 7f fp, City I State ZIP v-1- Yrt oyt cc. t,) ft q?3Co D-- Daytime Phone Home Phone Contact Information Site contact: (if other than above) Name C O Q hr Per ca k Title C c (N CU- i' Daytime Phone .—Q9 5 Contractor Name 4,4) gsvptisu t i),, I Q Company Daytime Phone (f5 n_ Q I 0 Electrician. Name T. B. D. Company Daytime Phone Excavator Name 1 p, Company Daytime Phone Project Type Existing N.New ,Single- family residence ❑Multi-family residence of units Commercial ❑Subdivision of lots Overhead service ❑General service Underground service ❑Other Project Information Description of work: Street address lot number /D i S 04 ,U k P✓ Ov i .5 e Nearest cross street: CO b Desired connection date. cj'- 10 o cp Electrical transformer serving property is on a pole on the ground Electrical Load nn Total square footage 1 5 g sq ft. Main disconnect size amps Voltage 0 120/240 1ph ❑120/208 3ph ❑277/480 3ph 120/240 3ph 0480 3W 3ph Other Standard residential loads (Lighting refrigerator dishwasher washer) Check all that apply J J A/C (5 ton) r'� Range /Oven Hot Tub ®.Clothes Dryer Heating Pumps Hp) No Load Change g Water Heater Elevator Hp) Other Supporting Documentation Please provide a.copy of the following *Detailed plot plan (dwg or *Electrical one -line drawing `Connected load data. `Size and locked rotor Idxf format mandatory for subdivisions) showing the service entrance panel and location as of all motors over 50hp Applicant's Signature 0v.,, Date Q 8 't Please complete and return Information form.xls N•iPV' 3\L.IGHTFNGR\ #01k. :;nak to Public Works Utilities Department Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA. 98362 FAX TO 360- 417 -4711 li :r rnatior Jo: Tr WS WF Revised 1 15 -ur