Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1002 Village Pl - Building
PREPARED 5/12/10 8 26 29 INSPECTION TICKET PAGE 14 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/12/10 ADDRESS 1002 VILLAGE PL SUBDIV TENANT NBR JEFF LAURA KUSSIN CONTRACTOR PHONE OWNER JEFF LAURA KUSSIN PHONE PARCEL 06 30 13 5 7 0060 0000 APPL NUMBER 09 00000562 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PW99 01 5/06/10 RV 5/06/10 AP PUBLIC WORKS FINAL May 6 2010 1 59 13 PM rvess May 6 2010 1 59 44 PM rvess BL99 01 5/12/10 JLL BLDG FINAL TIME 01 00 May 12 2010 8 14 58 AM 1pangrle BRUCE 912 0079 BUILDING FINAL AFTERNOON PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 5/12/10 JLL (00 MECHANICAL FINAL TIME 01 00 {L May 12 2010 8 15 19 AM 1pangrle BRUCE 912 0079 MECHANICAL FINAL AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 9/18/09 JLL PLUMBING WATER SUPPLY 9/18/09 AP September 18 2009 8 22 16 AM 1pangrle ROGER 477 1243 WATER SUPPLY LINE METER TO HOUSE September 18 2009 3 45 04 PM jlierly PL2 01 12/17/09 JLL PLUMBING ROUGH IN 12/17/09 AP December 17 2009 10 52 06 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING December 17 2009 4 10 30 PM jlierly PL99 01 5/12/10 JAL PLUMBING FINAL TIME 01 00 May 12 2010 8 15 42 AM 1pangrle BRUCE 912 0079 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 1/11/10 8 24 09 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1002 VILLAGE PL TENANT NBR JEFF LAURA KUSSIN CONTRACTOR OWNER JEFF LAURA KUSSIN PARCEL 06 30 13 5 7 0060 0000 APPL NUMBER 09 00000562 RES NEW SFR PERMIT TYP /SQ BL1 01 BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 8/24/09 JLL 8/24/09 AP BL2 01 9/04/09 PB 9/08/09 AP BL3 01 9/25/09 PB 9/25/09 AP BL9 01 11/18/09 JLL 11/18/09 AP BAIR 01 1/06/10 BL3 02 1/06/10 BLI 01 1 /11 /10 SUBDIV PHONE PHONE BLDG FOUNDATION FOOTING TIME 09 00 August 24 2009 8 42 48 AM 1pangrle BRUCE 912 0079 FOUNDATION FOOTINGS MORNING August 24 2009 4 51 19 PM jlierly BLDG FOUNDATION STEM WALL TIME 09 00 September 4 2009 9 07 04 AM 1pangrie BRUCE 912 0079 FOUNDATION STEMWALL MORNING September 8 2009 8 21 39 AM pbarthol BLDG FRAMING September 25 2009 8 44 44 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING HE REQUESTED A MORNING INSPECTION September 25 2009 4 46 59 PM pbarthol BLDG SHEARWALL November 18 2009 8 17 11 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL NAILING November 18 2009 4 29 13 PM jlierly BLDG AIR SEAL TIME 09 00 January 5 2010 2 25 59 PM 1pangrle BRUCE 912 0079 AIRSEAL PREFERS A MORNING INSPECTION BLDG FRAMING TIME 09 00 January 5 2010 2 26 24 PM 1pangrle BRUCE 912 0079 FRAMING PREFERS A MORNING INSPECTION BLDG INSULATION January 11 2010 8 20 10 AM 1pangrle BRUCE 912 0079 WALL INSULATION COMMENTS AND NOTES PAGE 8 DATE 1 /11 /10 Pcqle PREPARED 1/19/ 0 8 48 53 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1002 VILLAGE PL TENANT NBR JEFF LAURA KUSSIN CONTRACTOR OWNER JEFF LAURA KUSSIN PARCEL 06 30 13 5 7 0060 0 APPL NUMBER 09 00000562 RES NEW PERMIT BPR 00 BUILDING PERMIT REQUESTED INSP TYP /SQ COMPLETED RESULT BL1 01 8/24/09 JLL 8/24/09 AP BL2 01 9/04/09 PB 9/08/09 AP BL3 01 9/25/09 PB 9/25/09 AP BL9 01 11/18/09 LL 11/18/09 AP BAIR 01 1/06/10 LL 1/11/10 AP BL3 02 1/06/10 JLL 1 /11 /10 AP BLI 01 1/11/10 JLL 1/11/10 AP BLDR 01 1/19/10 000 SFR RESIDENTIAL DESCRIPTION RESULTS /COMMENTS INSPECTION TICKET SUBDIV PHONE PHONE BLDG FOUNDATION FOOTING TIME 09 00 August 24 2009 8 42 48 AM 1pangrle BRUCE 912 0079 FOUNDATION FOOTINGS MORNING August 24 2009 4 51 19 PM jlierly BLDG FOUNDATION STEM WALL TIME 09 00 September 4 2009 9 07 04 AM 1pangrle BRUCE 912 0079 FOUNDATION STEMWALL MORNING September 8 2009 8 21 39 AM pbarthol BLDG FRAMING September 25 2009 8 44 44 AM 1pangrle BRUCE 912 0079 SUB -FLOOR FRAMING HE REQUESTED A MORNING INSPECTION September 25 2009 4 46 59 PM pbarthol BLDG SHEARWALL November 18 2009 8 17 1 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL NAILING November 18 2009 4 29 13 PM jlierly BLDG AIR SEAL TIME 09 00 January 5 2010 2 25 59 PM 1pangrle BRUCE 912 0079 AIRSEAL PREFERS A MORNING INSPECTION January 11 2010 4 15 31 PM jlierly BLDG FRAMING TIME 09 00 January 5 2010 2 26 24 PM 1pangrle BRUCE 912 0079 FRAMING PREFERS A MORNING INSPECTION January 11 2010 4 15 31 PM jlierly BLDG INSULATION January 11 2010 8 20 10 AM 1pangrle BRUCE 912 0079 WALL INSULATION January 11 2010 4 13 07 PM jlierly BLDG DRYWALL IBWP January 19 2010 8 46 59 AM 1pangrle BRUCE 912 0079 INTERIOR SHEAR DRYWALL COMMENTS AND NOTES PAGE 3 DATE 1/19/10 PREPARED 1/06/10 8 00 41 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/06/10 ADDRESS 1002 VILLAGE PL SUBDIV TENANT NBR JEFF LAURA KUSSIN CONTRACTOR PHONE OWNER JEFF LAURA KUSSIN PHONE PARCEL 06 30 -13 5 7 0060 0000 APPL NUMBER 09 00000562 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/24/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/24/09 AP August 24 2009 8 42 48 AM 1pangrle BRUCE 912 0079 FOUNDATION FOOTINGS MORNING August 24 2009 4 51 19 PM jlierly BL2 01 9/04/09 PB BLDG FOUNDATION STEM WALL TIME 09 00 9/08/09 AP September 4 2009 9 07 04 AM 1pangrle BRUCE 912 0079 FOUNDATION STEMWALL MORNING September 8 2009 8 21 39 AM pbarthol BL3 01 9/25/09 PB BLDG FRAMING 9/25/09 AP September 25 2009 8 44 44 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING HE REQUESTED A MORNING INSPECTION September 25 2009 4 46 59 PM pbarthol BL9 01 11/18/09 JLL BLDG SHEARWALL 11/18/09 AP November 18 2009 8 17 11 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL NAILING November 18 2009 4 29 13 PM jlierly BAIR 01 1/06/10 BLDG AIR SEAL TIME 09 00 January 5 2010 2 25 59 PM 1pangrle BRUCE 912 0079 AIRSEAL PREFERS A MORNING INSPECTION BL3 02 1/06/10 JL BLDG FRAMING TIME 09 00 January 5 2010 2 26 24 PM 1pangrle BRUCE 912 0079 FRAMING PREFERS A MORNING INSPECTION COMMENTS AND NOTES PREPARED 12/17/09 10 53 01 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/17/09 ADDRESS 1002 VILLAGE PL SUBDIV TENANT NBR JEFF LAURA KUSSIN CONTRACTOR PHONE OWNER JEFF LAURA KUSSIN PHONE PARCEL 06 30 13 5 7 0060 0000 APPL NUMBER 09 00000562 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 9/18/09 JLL PLUMBING WATER SUPPLY 9/18/09 AP September 18 2009 8 22 16 AM 1pangrle ROGER 477 1243 WATER SUPPLY LINE METER TO HOUSE September 18 2009 3 45 04 PM jlierly PL2 01 12/17/09 �L PLUMBING ROUGH IN December 17 2009 10 52 06 AM 1pangrle IF JOHN 460 6902 ROUGH IN PLUMBING COMMENTS AND NOTES Application Number 09 00001283 Date 12/16/09 Application pin number 964152 Property Address 1002 VILLAGE PL ASSESSOR PARCEL NUMBER 06 30 13 5 7 0060 0000 Tenant nbr name JEFFERY LAURA KUSSIN Application type description FIRE SPRINKLER SYSTEM Subdivision Name Property Use Property Zoning PLANNED RESDNTL DEVLPMENT Application valuation 2200 Application desc INSTALL A FIRE SPRINKLER SYSTEM Owner Contractor CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5`h Street, Port Angeles, WA 98362 JEFFERY M AND LAURA P KUSSIN INNOVATED FIRE SPRINKLERS 490 W HAMMOND ST 81 NEW HAVEN LANE SEQUIM WA 98382 PORT ANGELES WA 98362 (360) 452 7583 Structure Information 000 000 INSTALL A FIRE SPINKLER SYSTEM Permit FIRE SPRINKLER RESIDENTIAL Additional desc INSTALL A FIRE SPINKLER SYSTEM Permit pin number 157883 Permit Fee 00 Plan Check Fee 00 Issue Date 12/16/09 Valuation 2200 Expiration Date 6/14/10 Special Notes and Comments A full acceptance test will be required for the fire sprinkler system Fee summary Charged Paid Credited Due Permit Fee Total 00 00 00 00 Plan Check Total 00 00 00 00 Grand Total 00 00 00 00 5-3-)0 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 provisions of any state or local law regulating the work specified in the permit. 11 4_ z 2 .34 1 9 Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date 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 Inspection Type 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 FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD Date Passed g-3 -10 Kai' UNDERGROUND STORAGE TANK (UST) ABANDONMENT Completed by Contractor Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments 2/15/00 psi psi 0 O 0 S, 3 DATE Q zh /r L OWNR/CONTRACTOR 1.... 6 C. ADDRESS APPROVED ELECTRICAL INSPECTION WIRING REPORT 417 -4735 PERMIT INSPECTOR w�rL_L -L [DO 2 LLJ L G PL✓ NOT APPROVED DITCH )5C ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED: 141 S LL AS;1 J P Cx) 44,N,4. N145-0 tU.7_ T ;4 a_a 1 2 d )J 110 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE Clallam County Assessor Treasurer Property Details 66738 JEFFERY M AND LA. Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 66738 JEFFERY M AND LAURA P KUSSIN for Year 2009 2010 Property Account Property ID 66738 Legal Description PENINSULA VILLAGE V15 P6 LOT 6 12A Geographic ID 0630135700600000 Agent Code 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 Address. 1002 VILLAGE PL Mapsco• PORT ANGELES WA 98382 Neighborhood' Cycle 5 Res Map ID Neighborhood CD 10955130 Owner Name JEFFERY M AND LAURA P KUSSIN Owner ID Mailing Address 490 W HAMMOND ST Ownership SEQUIM WA 98382 Taxes and Assessments Due Property Tax Information as of 12/09/2009 Amount Due if Paid on. Exemptions 194283 100 0000000000% First Second Half Half Statement Base Base Base Amount Year ID Taxing Jurisdiction Due Due Penalty Interest Paid Due 2009 667382008 ST SCH STATE SCHOOL $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667382008 CC -GEN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667382008 PORT PORT $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667382008 PORT ANG PORT ANGELES $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667382008 SD #121 SCHOOL DISTRICT #121 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667382008 NTH OLY LIB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667382008 HOSP #2 HOSPITAL #2 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667382008 FIRE_PATROL FIRE PATROL $17 90 $0.00 $0 00 $0 00 $17 90 $0 00 2009 667382008 WEED_CONTROL WEED CONTROL $1 63 $0 00 $0 00 $0 00 $1 63 $0 00 2009 667382008 TOTAL. $19.53 $0.00 $0.00 $0.00 $19.53 $0.00 2008 667382007 ST SCH STATE SCHOOL $70 39 $70 38 $0 00 $0 00 $140 77 $0 00 2008 667382007 CC -GEN COUNTY $34 06 $34 05 $0 00 $0 00 $68 11 $0 00 2008 667382007 PORT PORT $4 98 $4 97 $0 00 $0 00 $9 95 $0 00 2008 667382007 PORT ANG PORT ANGELES $73 35 $73 33 $0 00 $0 00 $146 68 $0 00 2008 667382007 SD #121 SCHOOL DISTRICT #121 $82 10 $82 09 $0 00 $0 00 $164 19 $0 00 2008 667382007 NTH OLY LIB NORTH OLYMPIC LIBRARY $9 90 $9 89 $0 00 $0 00 $19 79 $0 00 2008 667382007 HOSP #2 HOSPITAL #2 $3 38 $3 38 $0 00 $0 00 $6 76 $0 00 2008 667382007 FIRE_PATROL FIRE PATROL $8 95 $8 95 $0 00 $0 00 $17 90 $0 00 2008 667382007 WEED_CONTROL WEED CONTROL $0 82 $0 81 $0 00 $0 00 $1 63 $0 00 http. /vpn.clallam.net.8084 /propertyaccess /Property aspx ?cid =0 &year= 2009 &prop_id =66 12/9/2009 TYPE OF WORK. ,'Residential New Constr Multi- family Addition O Commercial Remodel Repair Sign BRIEF DESCRIPTION OF THE BUILDING PERMIT APPLICATION Fill out COM1'LETEM and in INK. 5 our application and site plan MUST BE COMPLETE to be accepted for review If you have an questions, call PERMITS (360) 417-4815 FAX(360)417 -4711 Applicant or Anent. l V v c --7 I 1;..)_e HS P v- Phone: S 2 S U 3 Owner Q._-P--- n 0.,.d L cktAi e. l/_LS.$ i l--, Phone. Address. L i c k) W kr(AVY\11■0114 St// City Self() I hi Zip 3 6. Architect/Enmeer f4Q �0 U 4 C4.'. Phone: Contractor //S( diJ 1 State License /rVJ�l6Yi�.P d p a�/Z�,dd Phone: y 7 5 3 Address: 8) 4p,i j ckii -e�. L City 1" n U 7 4 D'l-P Zip g3G 2_ PROJECT ADDRESS 10 C5 Z V l 10, Q .-e n j LEGAL DESCRIPTION Lot: G. Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. Re -roof Stove O Move Garage Demolition Deck Other PROJECT 1. COMMERCIAL/RESIDENTIAL. Occupancy Group: No. of Stones: Lot Size: Existing Sq. Ft. Total lot coverage PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other T•1FORMS■BIdgPcrmitformwpd Applicant: 1. ZONING SIZE/V ALUATION SF /SF SF /SF SF /SF TAL N VALUATI 2 Z OQ, e yr 4 S�� er.. ,S4 .Y �-e Occupant Load_ Construction Type: Proposed Sq. Ft TOTAL Sq Ft Date: 2/ �G FOR OFFICIAL USE ONL1 Date kec. permit it 0 12$3 Dat, Approved: Date Issued: APPROVALS PLAN BLDG. DPWU• FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted All other permit fees are due at the tune of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon wntten request by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct_ I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to wok. PREPARED 11/18/09 8 36 18 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/18/09 ADDRESS 1002 VILLAGE PL SUBDIV TENANT NBR JEFF LAURA KUSSIN CONTRACTOR PHONE OWNER JEFF LAURA KUSSIN PHONE PARCEL 06 30 13 5 7 0060 0000 APPL NUMBER 09 00000562 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/24/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/24/09 AP August 24 2009 8 42 48 AM 1pangrle BRUCE 912 0079 FOUNDATION FOOTINGS MORNING August 24 2009 4 51 19 PM jlierly BL2 01 9/04/09 PB BLDG FOUNDATION STEM WALL TIME 09 00 9/08/09 AP September 4 2009 9 07 04 AM 1pangrle BRUCE 912 0079 FOUNDATION STEMWALL MORNING September 8 2009 8 21 39 AM pbarthol BL3 01 9/25/09 PB BLDG FRAMING 9/25/09 AP September 25 2009 8 44 44 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING HE REQUESTED A MORNING INSPECTION September 25 2009 4 46 59 PM pbarthol BL9 01 11/18/09 L BLDG SHEARWALL November 18 2009 8 17 11 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL NAILING COMMENTS AND NOTES PREPARED 9/25/09 8 47 29 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/25/09 ADDRESS 1002 VILLAGE PL SUBDIV TENANT NBR JEFF LAURA KUSSIN CONTRACTOR PHONE OWNER JEFF LAURA KUSSIN PHONE PARCEL 06 30 13 5 7 0060 0000 APPL NUMBER 09 00000562 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/24/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/24/09 AP August 24 2009 8 42 48 AM 1pangrle BRUCE 912 0079 FOUNDATION FOOTINGS MORNING August 24 2009 4 51 19 PM jlierly BL2 01 9/04 PB BLDG FOUNDATION STEM WALL TIME 09 00 9/08/09 AP September 4 2009 9 07 04 AM 1pangrle BRUCE 912 0079 FOUNDATION STEMWALL MORNING September 8 2009 8 21 39 AM pbarthol BL3 01 9/25/09 JLL BLDG FRAMING September 25 2009 8 44 44 AM 1pangrle a BRUCE 912 0079 SUB FLOOR FRAMING HE REQUESTED A MORNING INSPECTION COMMENTS AND NOTES PREPARED 9/18/09 8 25 33 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/18/09 ADDRESS 1002 VILLAGE PL SUBDIV TENANT NBR JEFF LAURA KUSSIN CONTRACTOR PHONE OWNER JEFF LAURA KUSSIN PHONE PARCEL 06 30 13 5 7 0060 0000 APPL NUMBER 09 00000562 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 9/18/09 LL PLUMBING WATER SUPPLY J September 18 2009 8 22 16 AM 1pangrle ROGER 477 1243 WATER SUPPLY LINE METER TO HOUSE COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1753 SQFT new home Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 1110 Permit Additional desc Permit pin number 153643 Permit Fee 113 75 Issue Date 9/17/09 Expiration Date 3/16/10 Qty 1 00 1 00 Unit Charge 86 2500 27 5000 Fee summary Charged Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS 09 00000953 718015 1002 VILLAGE PL 06 30 13 5 7 0060 0000 ELECTRICAL ONLY PLANNED RESDNTL DEVLPMENT 0 Contractor ELECTRICAL NEW RESIDENTIAL Per ECH ECH 113 75 00 113 75 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 113 75 00 113 75 Date 9/17/09 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 DATE irtiC 19 05 1 00 00 00 RESULTS 00 0 Extension 86 25 27 50 Due 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. SEP -16 -2009 08 28A FROM OLYMPIC WIRING City of Port Angeles Permit Application Building Division /Electrical Inspections 321 East Fifth Street —P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417.4711 Date: O q —S S a9 ✓1 2 Single Family Dwelling Multi-Family or Commercial` Commercial Addition Alteration Remodel Repairs Plan Review May Be Required, Ple se Comple)siflectrical Plan Review Information Sheet Job Address: _kW Vr 46, .4tt Building Square Footage: a 71-5 Description of above 70g Q. Fr. sty 4 P,4 0..1 Owner Information Name: Mailing Address: City Phone: License Exp. Unit Charae 93.75 $113.75 $160.00 $205.00 $291.25 2.00 57.50 2.00 72.50 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 CU5_31F-1 State: Zip: Fax: Signature of owner, electrical contractor or electrical administrator Ti emiostat l l; .1 S Total D SEP 16 2009 ELECTRICAL INSPECTIONS Re TO 13604174711 Lo -aF(o Contractor Information Name: Ott. prc WitrnL.- roc Mailing Address: 9),01 Ad City: i. State: Zip: VIM 3 Phone:3 6e -biz -o t 3 4 Fax: 3 t;to L 9 L ?l 8o License /Exp. gty Total (Qtv Muitir led by snit Charae2: Service /Feeder 200 Amp. Service/Feeder 201 -400 Amp. ServiceiFeeder 401 -600 Amp. Service/Feeder 601 1000 Amp. ServicelFeeder over 1000 Amp. Branch Circuit WI Service Feeder Branch Circuit W/0 Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201 -400 Amp. Temp. Service/Feeder 401 -600 Amp. Temp. Service/Feeder 601 -1000 Amp. S Portal to Portal Hourly Sign/Outline Lighting Signal Circuit/ Limited Energy Commercial Signal CirculU Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less sv ti. ZS First 1300 Square Ft. Each Additional 500 Square Ft, or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub lif r P 1 Owner as defined by RCW.19.28.261: ft) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner Is required to hire en electrical contractor /above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above named property ore licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 296.468, The City of Port Angeles Municipal Code, and Utility Specifications. Cash Check PREPARED 9/04/09 9 12 32 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS 1002 VILLAGE PL TENANT NBR JEFF LAURA KUSSIN CONTRACTOR OWNER PARCEL APPL NUMBER JEFF LAURA KUSSIN 06 30 13 5 7 0060 0000 09 00000562 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/24/09 JLL 8/24/09 AP BL2 01 9/04/09 JLL /C// 4 INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE BLDG FOUNDATION FOOTING August 24 2009 8 42 48 BRUCE 912 0079 FOUNDATION FOOTINGS MORNING August 24 2009 4 51 19 BLDG FOUNDATION STEM WALL September 4 2009 9 07 04 BRUCE 912 0079 FOUNDATION STEMWALL MORNING COMMENTS AND NOTES TIME 09 00 AM 1pangrle PM jlierly TIME 09 00 AM 1pangrle PAGE 2 DATE 9/04/09 PREPARED 8/24/09 8 44 34 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/24/09 ADDRESS 1002 VILLAGE PL SUBDIV TENANT NBR JEFF LAURA KUSSIN CONTRACTOR PHONE OWNER JEFF LAURA KUSSIN PHONE PARCEL 06 30 13 5 7 0060 0000 APPL NUMBER 09 00000562 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 8/24/09 J L BLDG FOUNDATION FOOTING TIME 09 00 August 24 2009 8 42 48 AM 1pangrle BRUCE 912 0079 FOUNDATION FOOTINGS MORNING COMMENTS AND NOTES Application Number 09 00000562 Application pin number 004634 Property Address 1002 VILLAGE PL ASSESSOR PARCEL NUMBER 06 30 13 5 7 0060 0000 Tenant nbr name JEFF LAURA KUSSIN Application type description RES NEW SFR Subdivision Name Property Use Property Zoning PLANNED RESDNTL DEVLPMENT Application valuation 131437 Application desc 1417 SF SFR 336 SF ATT GAR 76 SF CVRD PORCH Owner JEFF LAURA KUSSIN 490 W HAMMOND ST SEQUIM Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee T' \Policies \1102 15 [10/08] WA 98382 SANITARY SEWER HOOK UP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Contractor OWNER Qty Unit Charge Per 1 00 355 0000 EA PW WATER METER DROP IN Qty Unit Charge Per 1 00 135 0000 EA SAN SEW STM CON OTHER 5 /0 3 Date 8/07/09 Structure Information 000 000 1417 SFR 336 ATT GAR 76 CVRD PORCH Other struct info TOTAL W LOT COVERAGE 23 80 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 2 00 LOT SIZE 5045 00 PROPOSED LOT COVERAGE 1202 00 TOTAL LOT COVERAGE 1202 00 NUMBER OF UNITS 1 00 PUBLIC WORKS RES WATER SERV 3/4 DROP IN METER 148494 355 00 Plan Check Fee 00 8/07/09 Valuation 131437 2/03/10 Extension 355 00 Permit PUBLIC WORKS STORMWATER Additional desc CONNECT DRAINAGE TO STORM SYST Permit pin number 148502 Permit Fee 135 00 Plan Check Fee 00 Issue Date 8/07/09 Valuation 131437 Expiration Date 2/03/10 Extension 135 00 148536 135 00 Plan Check Fee 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 6ontracto o r Authorized Agent Date Signature of Owner (if owner is builder) Date k y 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 SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE RESIDENTIAL CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4831 PW ENGINEERING FIRE PLANNING DEPT BUILDING T \Policies \1102 1 [10 /08] 417 -4653 417 -4750 I 417 -4815 PERMIT INSPECTION RECORD FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I FIRE DEPT PLANNING DEPT BUILDING COMMENTS I I I I I I I I I I Application Number 09 00000562 Application pin number 004634 Issue Date 8/07/09 Valuation Expiration Date 2/03/10 Special Notes and Comments June 22 2009 5 21 01 PM sroberds The proposal will result in a two story sfr w /attached garage in the RHD zone for total lot coverage of 24% and site coverage of 33% No land use issues are anticipated When roof gutters are installed drains will be located in dry wells or piped to an approved storm drain location No pressurized or pumping to curbs is allowed An inspection by Public Works Engineering is required prior to backfill All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 28 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 June 10 2009 12 08 10 PM rbecker On the fire sprinkler system if you install an open fire sprinkler system you will not need a backflow assembly If you install a closed fire system you will need a backflow assembly If you have any question contact me at 417 4886 or E mail me at rbecker @cityofpa us Other Fees Fee summary 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 10/08] Qty Unit Charge Per 1 00 135 0000 EA SAN SEWER HOOKUP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 RES UNDERGRND SERVICE FEE 713 00 SEWER SYSTEM DELV CHARGE 1510 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1510 00 Charged Paid Credited Due Page 2 Date 8/07/09 131437 Extension 135 00 Permit Fee Total 625 00 625 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 3737 50 3737 50 00 00 Grand Total 4362 50 4362 50 00 00 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 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 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T ,Policies \1102 15 [10/08] RESIDENTIAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT I BUILDING COMMENTS JEFF LAURA KUSSIN 490 W HAMMOND ST SEQUIM CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 09 00000562 Date 8/07/09 Application pin number 004634 Property Address 1002 VILLAGE PL ASSESSOR PARCEL NUMBER 06 30 13 5 7 0060 0000 Tenant nbr name JEFF LAURA KUSSIN Application type description RES NEW SFR Subdivision Name Property Use Property Zoning PLANNED RESDNTL DEVLPMENT Application valuation 131437 Application desc 1417 SF SFR 336 SF ATT GAR 76 SF CVRD PORCH Owner Contractor WA 98382 OWNER Structure Information 000 000 1417 SFR 336 ATT GAR 76 CVRD PORCH Other struct info TOTAL LOT COVERAGE 23 80 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 2 00 LOT SIZE 5045 00 PROPOSED LOT COVERAGE 1202 00 TOTAL LOT COVERAGE 1202 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 1417 SF SFR 336 SF GARAGE Permit pin number 148064 Permit Fee 1199 45 Plan Check Fee 779 64 Issue Date 8/07/09 Valuation 131437 Expiration Date 2/03/10 Qty Unit Charge Per Extension BASE FEE 1020 25 32 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 179 20 Permit MECHANICAL PERMIT Additional desc Permit pin number 148072 Permit Fee 222 85 Plan Check Fee 00 Issue Date 8/07/09 Valuation 0 Expiration Date 2/03/10 Qty Unit Charge Per Extension BASE FEE 50 00 4 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 29 00 1 00 10 6500 EA ME STOVE /FIREPLACE /MISC APP 10 65 9 00 14 8000 EA ME HEATER(SUSP /WALL /FLOOR MTD) 133 20 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. 9/' 0 9 (3,2 pleCo/o& Date Print Name Signature of Contractor or Auterzed Agent T:FormsBuilding Division/Building Permit F v►Q, 5-12 /o 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 Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T.Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECT IONS 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 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 FINAL Date Accepted by FINAL Date Accepted by Date Accepted By Application Number 09 00000562 Application pin number 004634 Permit PLUMBING PERMIT Additional desc Permit pin number 148080 Permit Fee 142 00 Plan Check Fee 00 Issue Date 8/07/09 Valuation 0 Expiration Date 2/03/10 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 June 22 2009 5 21 01 PM sroberds The proposal will result in a two story sfr w /attached garage in the RHD zone for total lot coverage of 24% and site coverage of 33% No land use issues are anticipated When roof gutters are installed drains will be located in dry wells or piped to an approved storm drain location No pressurized or pumping to curbs is allowed An inspection by Public Works Engineering is required prior to backfill All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 28 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 June 10 2009 12 08 10 PM rbecker On the fire sprinkler system if you install an open fire sprinkler system you will not need a backflow assembly If you install a closed fire system you will need a backflow assembly If you have any question contact me at 417 4886 or E mail me at rbecker@cityofpa us Other Fees Fee summary Permit Fee Total 1564 30 1564 30 00 00 Plan Check Total 779 64 779 64 00 00 Other Fee Total 3737 50 3737 50 00 00 Grand Total 6081 44 6081 44 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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 Charged Paid Credited Due Page 2 Date 8/07/09 RES UNDERGRND SERVICE FEE 713 00 SEWER SYSTEM DELV CHARGE 1510 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1510 00 Inspection Type 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 Parking Lighting Landscaping 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 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. Separate Permit #s Date Accepted By Cl U -/14 12 9. W -IS-UQ 1 Io Inspection Type 3C,tr 'CLL 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 Comments 10 FINAL Date 5 I by Subflo-ou- Fratv162y 1-25 -0`1 Tu FINAL Date 5-. Accepted by 3LJ— SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By 0 c 1 5 1 SLR- IA dG OLYMPIC PENINSULA Title Company NO S7c1(p CLALLAM COUNTY TRANSACTION EXCISE TAX DATE PAID JUL 312009 AMOUNT* 51, COO i CO 1 TREA 'ER B 1 .4 F File Number 01093549 2009 1249969 Page 1 of 2 Warrant Deed Olympic Peninsula Title C ompany C 09 01 26 12 PM r i�� A 1111 p STATUTOR Y WARRANTY DEED THE GRANTOR(S) HOUSING AUTHORITY OF THE COUNTY OF CLALLAM for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys, and warrants to JEFFERY M KUSSIN LAURA P KUSSIN, HUSBAND AND WIFE the following described teal estate, situated In the County of CLALLAM State of Washington. LOT 6, PENINSULA VILLAGE, AS PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 6, RECORDS OF CLALLAM COUNTY, WASHINGTON SITUATE IN CLALLAM COUNTY, STATE OF WASHINGTON SUBJECT TO SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Abbreviated Legal (Required if full legal not inserted above.) LT 6, PENINSULA VILLAGE V15 P6 Tax Parcel Number(s) 063013 5 7 0 0 6 0 Dated: July 30, 2009 s s LPB 10 -05 State of WASHINGTON County of CLALLAM I certify that I know or have satisfactory evidence that PAMELA J TIETZ (is /are) the person(s) who appeared before me and said person(s) acknowledged that she signed this instrument on oath stated that she is authorized to execute the instrument and acknowledge it as the EXECUTIVE DIRECTOR of HOUSING AUTHORITY OF COUNTY OF CLALLAM to be tY #e` d voluntary act of such party(ies) for the uses ane in this instrument Dated JULY 30, 2009 /11 r Notary na printed or typed DAWN L SHIDELER ublic in and for the State of WASHINGTON Residing at PORT ANGELES My Appointment Expires 4/9/2011 LVVJ' I L`?VJVJ V I /J I /LVVJ V I .LV I L 1 L VI L victual I l Vt./Us Iv V VP, V V V PENINSULA TITLE COMPANY /HOUSING AUTHORITY File Number 01093549 EXHIBIT A LIABILITY FOR ASSESSMENTS AND /OR CHARGES IMPOSED BY PENINSULA VILLAGE LOT OWNER'S ASSOCIATION, WHICH THE GRANTEE HEREIN AGREE: TO ASSUME AND PAY ACCORDING TO ITS TERMS AND CONDITIONS ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENT_' OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE RECORDED PLAT OF PENINSULA VILLAGE EASEMENT RECORDED UNDER CLALLAM COUNTY RECORDING NO 239779 EASEMENT DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO 241639 AND US DISTRICT COURT CAUSE NO 8258 COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY DOCUMENT RECORDED ON MARCH 10, 2009, UNDER CLALLAM COUNTY RECORDING NO 2009 1233580 INCLUDING, BUT NOT LIMITED TO, LIABILITY FOR ASSESSMENTS LEVIED BY THE COMMUNITY ASSOCIATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER CLALLAM COUNTY RECORDING NO 2006 1174931 ALL COVENANTS CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY SURVEY RECORDED UNDER CLALLAM COUNTY RECORDING NO 2009 1239532 READ, ACCEPTED AND APPROVED 4EffERY M KUSSIN L U'RA P KUS City of Port Angeles Building Division 321 E 5 St. Port Angeles, WA 98362 RESIDENTIAL PLAN REVIEW GUIDELINES FILE 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. 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 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 /Residential Plan Re 'iew Guidelines (Rev 03- 18 -09) Page 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 Building /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 '/z 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 '/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 -1 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 /Ha Idouts /Residential Plan 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 !RC) 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 additipnal. "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 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 'h 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 47 Sawn lumber floor joists shall have 1 (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 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 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 /Handout, Residential Plan Review Guidelines i <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 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 1st 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 min width for one -story structures 24 min width for first floor of 2 -story T Building /Handouts /Reside ^tial Plan Review Guidelines Rev 03- 18 -09) Paye 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 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) 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 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 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 Plan Review Guidel;nes (Re■ 03- 18 -09) Page 'of8 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 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 'h 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. 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 /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/ Pex type is a coil material and is not allowed for this application T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 8 of 8 PROJECT ADDRESS Floor Areas BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant /ovst4 /elUTlfeg -i Ty 0 CQd/vrr Property Ownef S2 F F e /At (44 Ktl 5 5, Property Owner's Address '/?c (9441440404D .ST Contractor c,i/E2 A 01) Dpi Contractor's Address License Expires Parcel Number 06 3 3 co Co /00 2 V11-1-4-4.E._ /I-4L Project Tyne Brief Description. iwt sidential Multi family Commercial Industrial Check all that apply mew Construction Cn,JS/Ajai?a ix,/ a_5,Ta y Q o-oreex,-.7 f Addition r Prn-e- tt x) Remodel Repair Demolition Re -roof mouse 4ra ge other tear off re -roof lay over one layer Heat System Heat pump wood burning stove gas fireplace pellet stove other Other Existing (sq. ft.) Proposed (sq. ft.) Basement per sq ft. 1 Floor 7?o �S 67 i.ro 2nd Floor Gal, .r1 27 c 3 Floor Garage '336 3 0 /c.3 o RO Carport Covered Porch 76 i 9.. 2 Deck Shed Other Date_QQ -q Print Name &t/C.- Meet) (f'lici Signature T Forms /Building Division /Bldg Permit.doc 71 For City Use Only i Date Received _Q Permit CA- j Date Approved Co o -4-,Ph ine Phone 556PO 444 9 3T Phone E -mail go 2 74 3/ errchwo� (12" P. )4. w,�. Lot t' Zoning l c R TOTAL VALUATION 3 93 7 Total footprint of structures 42 0 Ze sq ft. Lot size XO 4',Y sq ft. Lot coverage 23 g Site Coverage the amount of impervious surface on a parcel including structures paved driveways sidewalks, atios and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage Max. height of proposed structures .23 ft. Occupancy group of bedrooms 4 Will a lawn sprinkler system be installed? /U) Occupant load of full baths ;g Will a fire sprinkler system be installed? v Construction type of half baths I have read and completed this application and know it to be true: and correct am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. CITY GOVERNMENT Site Information. Lot. 41 G Vi/ -LIfGg Address 00 2. Vi LL/d City Pagxr vi ig State L/6- Zip F3 C2 Contact: go G /Q/L,iez. ,i i e6/V Phone 97 2Y Phone 2 'f a 66 7 FAX Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) W ;Wall 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. All building components meet the requirements listed above I/ 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 El 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 T Forms /Building Division /Prescriptive Approach Simple F -m PRESCRIPTIVE APPROACH- SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Building Department Use Only- Permit Notes Z1_IC Fc mit G✓,i -j hignr ti/ T/+ dSr47- roi ak, roir on L 9 I LOA 100 7.'41 Village Cr 1 o ..r A 0 If V 6 42:.&i FFE (it[, 1 6 IA 3 PAH IC D. 0 9 I 1 1 1,440,saw2_ e_ Puce_ f c-FL Q(- O-13 5"1 cocoa Pe1 \ILL.L 0 LoT(o LbT CD./ Fla-of.-10 122-S9F 24,3% s€ ES P n b 8 o I. a 1S S P La (08 .d6oc Cy AZ712--1 1.01, 4._. ra Plea 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 Project Type Single- family residence Commercial Overhead service 6nderground service Project Information Street address lot number (Nearest cross street: IDesired connection date Electrical Load Electrical transformer serving property is Total square footage 4 7 sq ft. Voltage Check all that apply No Load Change Daytime Phone 'Name -/A-e IDaytime Phone ¥/.,',2 7C 3/ I Name t L) 11 p,€ (,/i /WC I 3.t/0 ?Ff87 Name _Daytime Phone Existing 4/ /OD RA A-0 Supporting Documentation *Detailed plot plan (dwg or dxf format mandatory for subdivisions) *Electrical one -line drawing showing the service entrance panel and location *Connected, load data. Size and locked rotor amps of all motors over 50hp Applicant's Signature 'etc form, xIs i .Name LA-t) 2 -4 v 5S Street: /6 V/ City I State./ ZIP' Daytime Phone (if other than above) 6Roet /Yl�eat°P�.J Name 20 6- E/C Fgtr Title CoAts— 5o i%,ZV/ 5 p /,'t o e7 9/ y7 7 h,,. 3 Company' Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 i,,4 9"f' Home Phone Company' 360,- C? 8d -Company [mew ❑Multi- family residence of units ❑Subdivision of lots ❑General service ❑.Other Description of work: /4/j! SQ f s /",.l6.4c 1J✓y Wr I ;1, Vf1-L4 PL/de Z I Lori 14 Lion a ©on the ground Main disconnect size .9-00 :amps 0120/208 3ph ❑277/480 3ph 0480 3W 3ph Other dishwasher washer) 20/240 1 ph ❑120/240 3ph l 7tandard residential loads (Lighting refrigerator A/C ton) ange /Oven Hot Tub 'Clothes Dryer eating Pumps Hp) Water Heater Elevator Hp) Other Please. provide a copy of the following Date MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360 417 -471 o a D O J O O by Weyerha TJ -Beam 6.30 Serial Number: 7004012143 User: 2 6/1/2009 1:06:57 PM Page 1 Engine Version: 6.30.14 Member Slops" OM Roof Slope0M2 AN dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 2' 8" Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17.0 Dead Vertical Loads: Type Class Live Point(lbs) Snow(1 15) 982 Point(lbs) Snow(1 15) 675 Uniform(plf) Snow(1 15) 202.0 SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 2.08' 2 Stud wall 3.50" 1.50' DESIGN CONTROLS: Maximum Shear (lbs) 4590 Moment (Ft -Lbs) 12087 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Peninsula Village Lot 6 Port Angeles, WA 98362 Birchwood 1228 Upper Floor Beam 3 Pcs of 1 314" x 9 1/2" 1.9E Microllam® LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Dead Location Application Comment 753 6' 459 8' 138.0 0 To 8' Replaces Vertical Reactions (Ibs) Detail Other LivelDeadlUptift!Total 2650 1999 0 4649 11 1 Ply 1 3/4' x 91/2' 1.9E Microllam® LVL 1157 /900/0/2057 L1 1 Ply 1 3/4" x 91/2" 1.9E Microllam® LVL Design 2987 12087 0.416 0.728 Copyright 0 2007 by iLevel®, Federal Way WA. Microllam® is a registered trademark of iLevel Control 10898 20312 0.522 0.783 Result Passed (27%) Passed (60%) Passed (L/452) Passed (1J258) 16' Location Lt end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading a, Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL:LI360,TL:L/240). Bracing(Lu): All compression edges (top and bottom) must be braced at 16' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. -Note: See iLevel® Specifier's/Builder's Guide for multiple ply connection. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions@hotmail.com FFE-t-ibbi* 3-74151 8 42 SETikcy__ C41-MS W4 a iti33cpe2_ „am 4:fro(p-'0-II 7 ax LbT VILL.4 S 4 0.0 1-05T- A ie27:, se- 35 5/c) (gefrik/60E) C 691 Request for Billing COPY To Janessa Hurd, Accounting Tech. General Misc Transfer Station From: _Roger Vess Leasehold Excise Tax Light Department Date: 7 14 -2009 Medic I Transport Police Department Parks Department Parking/Bus. Improvement Area PenCom Dispatch Services XPublic Works Department Engineering Please send an invoice in the amount of $_15723.28_ to Name HOUSING AUTHORITY OF CLALLAM COUNTY Address. _2603 SOUTH FRANCIS STREET _PORT ANGELES, WA 98362 6710 This invoice is for _Upper Golf Course Road Sanitary Sewer Connection Charges, per Ordinance 3360 for Lots 1 2, 3 5 6, 8, 28, 29 _3 days interest included Actual Labor Costs Actual Material Costs Actual Vehicle Costs Misc. Costs 15723.28 Billing Fee Sales Tax Total _15723.28 Authorizing Signature: u Accounting Codes _403 7435 343 5025 G• GROUP \ACCT\MR Receivables\Request for Billing.wpd Sections. Chapter 13.72 t.JPPER GOLF COURSE ROAD SANITARY SEWER C0_si' ECTTO 1I �Ll r anr1,• 13 72 010 Upper Golf Course Road Sewer Connection Charge i s'ablished 13 72 030 Upper Golf Course Road Sewer Connection Charge Amount. 13 72 050. Addition to Other Charges 13 72 070 Upper Golf Course Road Sewer Connection Charge When Collected. 13 72 090 Upper. Golf Course Road Sewer Connection. Charge Interest 13 72 110 Notice. 13. 117 <izc 1 f )0 13.72.010 Unner Golf Course Road Sewer Connection Charge Established. There is hereby established a charge for connection to the Upper Golf Course Road sanitary sewer, whi h will be charged for all new 'sewer service connections to the sanitary sewer facilities uc teo by the City for ULID 215 The Upper Golf Course Road sewer connection charge shad apply k aii pioperties outside ULD 215 and to sewer service connections for all.service connections for properties within ULID 215, for which equivalent service connections were not assessed pursuant to ULID 215 (Ord. 3038 §1 11/26/1999) 13.72.030 Upper Golf Course Road Sewer Connection Charge Amount. The Upper Golf Course Road sewer connection charge shall be $1,964.20 per connection. (Ord. 3360 3/13/2009, Ord. 3038 §2, 11/26/1999) 13.72.050 Addition to Other Charges. The Upper. Golf Course Road sewer connection charge imposed pursuant to this Chapter shall be in addition to the connection charge for the actuai cost of connecting to the City sewer system, the tapping fee, the secondary sewer assessment, and to all other charges imposed by ordinance. (Ord. 3038 §3, 11/26/1999) 13.72.070 Unner Golf Course Road Sewer Connection Charge When Collected. The Upper Golf Course Road sewer connection charge shall be paid upon application for a sewer permit unless obierwi:.e ageedupon between the property owner and the City Connecl or to the systera shall not be made until the Upper Golf Course Road sewer connection charge, sfandar c corn .Ctior i charges, tapping fee, secondary sewer assessment, and any other charges imposed by ordinal: ce ha=ne been paid. (Ord. 3038 §4, 11/26/1999) 13.72.090 Upper Golf Course Road Sewer Connection Charge Interest. Pursuant F' Cs.- 35 92 025, a charge for interest shall be added to the Upper Golf Course Road sewer ;onsectioi• charge. When a connection is made to a lot that was in existence on November 26, 1999, and has not been subdivided since that date, such interest shall be from the date of final •formation of 1 TT ,I 215 until payment of the Upper Golf Course Road sewer connection charge, not to exceed 4N,i (1•0) years When a connection is made to a lot that was created by subdivision after November 26 1990 such interest shall be from the effective date of this ordinance; provided however, that no interest shall be charged for connection fees paid within 120 days after the effective date of this ordinance The interest charged shall be 'calculated at a rate commensurate with the rate of interest appineable to the City at the time of construction of the sewer facilities, not to exceed ten (10) percent per near provided that t1Y aggregate amount of interest shall not exceed the amount of the Upper Golf Cou se Road CAA' connection charge unless authonzed by amendment of applicable state law (Ord. 336. 1_ '00') Old. 1 038 §5, 11/26/1999) (5/26/2009) Linda Pangrle You can stop reviewing plans for two new homes From Linda Pangrle To: Roger Vess, Sue Roberds Date: 5/26/2009 2 27 PM Subject: You can stop reviewing plans for two, new homes Hi you -two, Bruce, from the Housing Authority phoned me and said to stop reviewing the plans for these two homes: #09 -455 1017 Village Place (item #7 on the 05 -18 -09 routing) #09 -449 1002 Village Place (item #4 on the 05 -18 -09 routing) He said they will be withdrawing these plans and will be submitting new four bedroom plans to be built at these addresses. Thanks, Linda Page Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Temp pole Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 1110 Permit Additional desc Permit pin number 146514 Permit Fee 72 50 Issue Date 5/20/09 Expiration Date 11/16/09 Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 09 00000474 g ILLAGE PL 06 30 13 5 7 0050 0000 ELECTRICAL ONLY PLANNED RESDNTL DEVLPMENT 0 Contractor ELECTRICAL TEMPORARY SERVICE OLYMPIC WIRING INC 9601 PROVOST ROAD NW SILVERDALE WA 98383 (360) 692 0134 Qty Unit Charge Per 1 00 72 5000 ECH EL TEMP SRV 0 200 SRV FDR Charged Paid Credited 72 50 72 50 00 00 00 00 72 50 72 50 00 Date 5/20/09 Plan Check Fee 00 Valuation A 6 l00Z Due DATE RESULTS sl Z 47 s127/a 5/2 0 Extension 72 50 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. °Orp 1 MAY -19 -2009 09 52A FROM OLYMPIC WIRING City of Port Angeles Permit Application Building DivlslonlElectrical Inspections 321 East Fifth Sheet P.O. Box 1150 Port Angeles Washington, 98362 Ph: (380) 417.4735 Fax: (360) 417.4711 Date: J7/ 9/0 7 1 2 Single Family Dwelling Multi -Family or Commercial Commercial Addition Alteration Remodel Repair' Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 004 'V I LL q C, ewitc Building Square Footage: Description of above S t Nt ,L£ FAm' f 0WEZL M/(/ Owner Information Contractor Information Name:Aim/SW& AidrN,oi2lly OF CAAt,1.AI» CO Name: Q /1C. k iC,NG SNe Mailing Address: Mailing Address: 9Loi At0 ✓OS7 RD N• W. City Slate: Zip: City:s /ttit7,424 State: WA Zip: 'rata Phone: Fax: Phone3 .o 49201341 Fax:$Go 4 rf L License Exp. License 1 Exp.0 y V PX, o ij 31 i Unit Charge 93.75 $113.75 $160.00 $205.00 $291.25 2.00 57.50 2.00 72.50 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 Qty R ECO MAY 2 0 2009 LIGHT DEPT Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor If above said property is for sale, rent or lease. After reading the above statement, l hereby codify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical Installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296.468, The City of Port Angeles Municipal Code, and Utility Specifications. Signature of owner, electrical contractor or electrical administrator 0 Cash X CQ Date: $421425 TO 13604174711 Total (gy Multiplied by Unit Charge Service/Feeder 200 Amp. Service/Feeder 201 400 Amp. Service/Feeder 401 -600 Amp. Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit $2• Zo Temp. Service/ Feeder 289Amp. t.o Temp. Service/Feeder 201-400 Amp. Temp. Service/Feeder 401.600 Amp. Temp. Service/Feeder 601 -1000 Amp. Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy Commercial Signal Circuit/ Limited Energy 18 2 Family Dwelling Signal Circuit/ Limited Energy Multi- Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat $___42 Total 0 Check P 2 Floor Areas Basement 1St Floor 2 Floor 3rd 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 Applicant yaus /,dh- tuT/-loel ,-y or C c vT y or Cl-441/ Phone Property Owner J c L lau2A h- c13s /A1 Property Owner's Address yy C✓. /miro„/o sr Contractor 4 4 c (A.14 u 4 P Contractor's Address J Wq. 98'34..7 License Expires E -mail ni V`� &s mseer% 1124 tsfrw PROJECT ADDRESS oat 17//1-4-E, Parcel Number 06 30/3 57 0 oGO Project Type Brief Description. elesidential Multi- family Commercial Industrial h Che k all that apply ew Construction C S dC770A of (31) /G E 57 /V€-= Addition R L Didc--2.- 1-) I TH /1- TTAtN -Ep OA) r cf /3-0-.e-6 Remodel Repair Demolition Re -roof douse rarage other tear off re -roof lay over one layer Heat System Heat pump wood burning stove gas fireplace pellet stove other Other Existing (sq. ft.) Proposed (g. ft.) 2y 3 88 1 1 3 Max. height of proposed structures /G ft. Occupancy group Will a lawn sprinkler system be installed /►/o Occupant load Will a fire sprinkler system be installed? yg.. Construction type c -O For City Use Only Permit to Approved V.) /2 -0079 6cace- P /a. tv4 9 8362 Phone t /fa -763/ Lot ro Zoning No .;per sq ft. :PS" 9..f fyo 3v 6gt; TOTAL VALUATION 1E37,.75.ID Total footprint of structures O sq ft. T Lot size 5 --,27 5 sq ft. Lot coverage 3e:'.q Site Coverage the amount of impervious surface on a parcel including structures paved driveways, sidewalks patios and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my resp nsibilily to determine what permits are required, and to obtain permits prior to wor n9 on projects Date D Print Name 13 2d Yy/ ce o Signature T Forms /Building Div /Bldg Permit.doc G 3 a 9 r I q Permit 0 9 L L I 1-P G& f P IT? e f ./t-r w eri`f&r 1` r\ HTT NOTES N0-`-t-= TheU in1 1� iI ke- C() P 5 n) T41F. p\ GYl mi eP.,(o f-e-c, be, LL C 1 t se. W o korne,s &re_ US; V? C 4Vle_ Same tan 02r e DN. O PP Vic ckv± (u r r'Y-1 4 1 of r`ha A PIay, re-v -Fe_. -rr c)—. va. (k)a rn t07 75( 1,9 Z, 2S �E�'11 )2(b3 I(Gca C'_i`v -je L6+ S' acoy,P� w► paa.a 3` r t4 •9 `�9I)100 L- i t� a�.e, Pe- 1.--di 6 �►w w 1 i1 mew 4 S� 6 i r-} r Nate_ on os-I5-09 izvl' bol' bruc,e ce'A -e 146 vsbl A-Acv-1 cA a_boc, *he iix 4' 48 sg (r Orehn re40.1r 111 s ;Tim L- Et T +Wi r+ s Ito v (a (ve- r f asS M` iel ccs a r n \i Ro rcin s; nee tr.( kas r- F s co:,k of eo s i cev,.d F�►e /�e jj CAlk P. p Ian ro au C&,e), Claimmehaf (\-f- LintibE (q t Cir 20? 0 til6 too? 101 J 1( ap.'ci 8 1 r\\ 0 477T11/\ VT ryi„L+ on,zos I 4 ,0 011-4V2:1 r 2 39 I f 7:- C r t CrfY GOVERNMENT Lot. Address 0 0 2 V/1- 1-4 -E City Po >2r Ai/ 4 £s State &//f Zip a'3 t I Contact: gee reZ, FEW /62tie m C& r/ J Phone 4 17 7 0 0, y Phone 2 FAX Glazing Option., .Area'% of Floor Unlimited Group R 3 IV and.R -4 Occupancies Only PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information. Building Department Use Only Permit t r 14 1 Notes Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPA CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing 0-Factor Deer U- Vertical. Overhead= 'Factor. Wa WalC Wall Vaulted. Interior "Exterior Slab =:on` Ceiling ceiling Grade Below Belovv Floor Concrete, Grade Grade 0 35 0 58 0.20 R 38 R 30 R 21 R 21 R 10 R 30 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. 11 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 Type of Heat Source. FCC W ,(12 UI-P e T Forms /Building Division /Prescriptive Approach Simple Form tt/A4-1- H44-7-4e-s -rofre0 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 Project Type c Single- family residence Commercial Overhead service underground service Project Information Street address lot number Nearest cross street: Desired. connection date. Electrical Load Electrical transformer serving property is Voltage No Load Change Information form.xls Name Street: N \PPVV ';t it 'TENGR\ 1;n9ls Information f -ni K- LSs /0 0 V, tt// 41_4‘ f g City State ZIP' Poe( MJPi4S £-/A 2 g362- IDaytime Phone Home Phone (if other than above) 6i20 eg Name /CO ed Daytime Phone Do?? Name Daytime Phone 7‘3/ Name bI- yA (,/i 2 /0 /,✓C Supporting Documentation Electrical Information Form Title 0.-",1 s S V' /3 02 977 -/P-Y3 Company Company Daytime Phone 36 6/a e,/3 Name. Company Daytime Phone Existing 2New Multi family residence of units ❑Su division of lots General service ❑Other Description of work: e/21//c E. 32 /j 1 $P. P7 s /rlG8. F4 I Ly lees. LI,JD ,o E2€- !em--0 on a pole ground Total square footage 5 a sq ft. Main disconnect size got:, amps 2120/240 1 ph D1 z0/208 3ph 277/480 3ph 0129/240 3ph 0480 3W 3ph Other Standard residential loa is (Lighting refrigerator dishwasher washer) Check all that apply A/ ton) L_a ge /Oven Hot Tub C Dryer L�'Heating Pumps Hp) L Water Heater 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 amps of all motors over 50hp Applicant's Signature 73. Date MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA FAX TO 360- 417 -4711 Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 98362 WS WF F« .ed 1 15 -09 Garage Door Header TJ- Beane6.30 Serial Number 70oao12143 3 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 User 2 1/16/2009 7:31:05 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED by Weyerha Member Slope: 0t12 Roof Slope0172 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 13' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17 0 Dead SUPPORTS: PROJECT INFORMATION: Aspen 1124 Peninsula Village Copyright 0 2007 by iLevel®, Federal Way WA. 8 9' Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 1.50' 1 67' 1458/ 1033 /0 /2491 By Others None 2 Stud wall 1.50' 1.67' 1458/1033/0/2491 By Others None Product Diagram is Conceptual. Bearing length requirement exceeds input at support(s) 1 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS. Maximum Design Control Result Location Shear (lbs) 2491 1886 5434 Passed (35 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 5449 5449 6806 Passed (80 MID Span 1 under Snow loading Live Load Defl (in) 0.066 0.292 Passed (L/999 MID Span 1 under Snow loading Total Load Defl (in) 0.113 0.438 Passed (U929) MID Span 1 under Snow loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 5615 draftingsolutions ©olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Aspen Garage door hdr sms Member Slope: OM2 Roof SlopeO/12 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 13' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17 0 Dead PROJECT INFORMATION: Aspen 1124 Peninsula Village Copyright 2007 by iLevel Federal Way WA. Typical Window Header by Weyerha 3 1/2" x 9 114" 1 6E Solid Sawn Douglas Fir #2 TJ- Beam 6.30 Serial Number 7004012143 User 2 1/16/20097:31:48AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED El 4' 3' SUPPORTS. Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 1.50' 1 50' 708 /498 /0 1206 By Others None 2 Stud wall 1.50' 1.50' 708 498 0 1206 By Others None Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1206 698 4468 Passed (16 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 1282 1282 5022 Passed (26 MID Span 1 under Snow loading Live Load Defl (in) 0.007 0.142 Passed (L1999 MID Span 1 under Snow loading Total Load Defl (in) 0.011 0.213 Passed (L/999 MID Span 1 under Snow loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 3' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions @olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Aspen Ga age door hdr sms Floor Girder 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ- Beam®6.30 Serial Number 7004012143 User 2 1/16/2009 7:33:47 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED by Weyerha rq 7' LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 12' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead SUPPORTS. Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 1680 /531/0/2211 By Others None 2 Stud wall 3.50' 1.50' 1680/531/0 2211 By Others None Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (Ibs) 2106 1540 3885 Passed (40 Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 3509 3509 4367 Passed (80 MID Span 1 under Floor loading Live Load Defl (in) 0.058 0.222 Passed (U999 MID Span 1 under Floor loading Total Load Defl (in) 0.076 0.333 Passed (U999 MID Span 1 under Floor loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Aspen 1124 Peninsula Village Copyright 0 2007 by iLevel Federal Way WA. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 5615 draftingsolutions ©olypen. com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Aspen floor girder sms Garage Door Header by We ,ha 3 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ- Beam 6.30 Serial Number 7004012143 User 2 1/16/20097:3105AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 Member Slope: OM Roof Slope0M2 All dimensions are horizontal. SUPPORTS. PROJECT INFORMATION: Aspen 1124 Peninsula Village Copyright 0 2007 by iLevel Federal Way WA. CONTROLS FOR THE APPLICATION AND LOADS LISTED u LOADS. Analysis is for a Drop Beam Member Tributary Load Width: 13' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17 0 Dead 8 9' N Product Diagram is Conceptual. Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 1.50' 1 67' 1458 /1033 /0 /2491 By Others None 2 Stud wall 1.50' 1.67' 1458 1033 0 2491 By Others None Bearing length requirement exceeds input at support(s) 1 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS. Maximum Design Control Result Location Shear (Ibs) 2491 1886 5434 Passed (35 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 5449 5449 6806 Passed (80 MID Span 1 under Snow loading Live Load Defl (in) 0.066 0.292 Passed (L/999 MID Span 1 under Snow loading Total Load Defl (in) 0 113 0 438 Passed (L/929) MID Span 1 under Snow loading Deflection Criteria. STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions©olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Aspen Garage door hdr sms Typical Window Header 3 1/2" x 9 1/4" 1 6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number 7004012143 User 2 1/16/20097:3148AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 by W. rha Member Slope: 012 Roof Slope012 All dimensions are horizontal. LOADS. Analysis is for a Drop Beam Member Tributary Load Width: 13' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17 0 Dead SUPPORTS. Input Bearing Width Length 1 Stud wall 1.50' 1.50' 2 Stud wall 1.50' 1.50' DESIGN CONTROLS. Maximum 1206 1282 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Aspen 1124 Peninsula Village Copyright 2007 by iLevel Federal Way WA. CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Live/Dead/Uplift/Total 708 /498/0/1206 708/498/0/1206 Design Control 698 4468 1282 5022 0 007 0.142 0.011 0.213 El 6 4' 3' Result Passed (16 Passed (26 Passed (U999+) Passed (L/999+) Detail Other By Others None By Others None Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL:U360,TL.U240). Bracing(Lu) All compression edges (top and bottom) must be braced at 4' 3' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 5615 draftingsolutions@olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Aspen Garage door hdr sms Floor Girder 3 1/2" x 9 1/4" 1 6E Solid Sawn Douglas Fir #2 TJ -Beam® 6 30 Serial Number 7004012143 wa User 2 1/16/2009733:47AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 SUPPORTS. PROJECT INFORMATION: Aspen 1124 Peninsula Village Copyr ght 0 2007 by iLevel Federal Way WA. CONTROLS FOR THE APPLICATION AND LOADS LISTED 7' LOADS. Analysis is for a Drop Beam Member Tributary Load Width: 12' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 1680/531/0/2211 By Others None 2 Stud wall 3.50' 1.50' 1680/531/0 /2211 By Others None Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (lbs) 2106 1540 3885 Passed (40 Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 3509 3509 4367 Passed (80 MID Span 1 under Floor loading Live Load Defl (in) 0.058 0.222 Passed (L/999 MID Span 1 under Floor loading Total Load Defl (in) 0.076 0.333 Passed (L/999 MID Span 1 under Floor loading Deflection Criteria: STANDARD(LL.U360,TL.U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel® iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION. Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 5615 draftingsolutions@olypen.com C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \Aspen floor girder sms