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Home My WebLink About2006 Village Cir - BuildingPREPARED 5/12/10 8 26 29 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/12/10 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER JACOB AND STACY BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/16/09 JLL BLDG FRAMING TIME 09 00 9/16/09 AP September 15 2009 4 58 38 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING September 16 2009 4 06 04 PM jlierly 20 ufr installed/j11 BL2 01 9/24/09 PB BLDG FOUNDATION STEM WALL 9/25/09 AP September 24 2009 2 52 29 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL9 01 10/26/09 JLL BLDG SHEARWALL 10/26/09 AP October 26 2009 9 13 47 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 17 PM jlierly BL9 02 1/28/10 JLL BLDG SHEARWALL 1/28/10 AP January 28 2010 9 11 18 AM pbarthol BRUCE 912 0079 January 28 2010 4 34 30 PM jlierly BAIR 01 2/12/10 JLL BLDG AIR SEAL 2/12/10 AP February 11 2010 9 10 54 AM permits February 12 2010 4 43 56 PM jlierly BL3 02 2/12/10 JLL BLDG FRAMING 2/12/10 AP February 11 2010 9 10 25 AM permits February 12 2010 4 43 56 PM jlierly BLI 01 2/17/10 JLL BLDG INSULATION TIME 01 00 3/10/10 AP February 17 2010 8 17 04 AM 1pangrle BRUCE 912 0079 INSULATION AFTERNOON March 10 2010 9 22 09 AM jlierly BLDR 01 3/10/10 JLL BLDG DRYWALL IBWP TIME 01 00 3/10/10 AP March 10 2010 9 03 53 AM 1pangrle BRUCE 912 0079 INTERIOR SHEARNAIL DRYWALL AFTERNOON March 10 2010 4 53 40 PM jlierly PW99 01 5/06/10 RV PUBLIC WORKS FINAL XXXXXXXXXX XXXXXXXX May 6 2010 1 50 07 PM rvess BL99 01 5/12/10 iV BLDG FINAL TIME 01 00 May 12 2010 8 20 02 AM 1pangrle BRUCE 912 I079 BUILDING FINAL CONTINUED ONTO NEXT PAGE PREPARED 5/12/10 8 26 29 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/12/10 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER JACOB AND STACY BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS AFTERNOON PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 5/12/10 PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS MECHANICAL FINAL TIME 01 00 May 12 2010 8 20 17 AM 1pangrle BRUCE 912 0079 MECHANICAL FINAL AFTERNOON PL6 01 10/01/09 JLL PLUMBING WATER SUPPLY TIME 01 00 10/01/09 AP October 1 2009 7 59 45 AM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE AFTERNOON October 1 2009 4 23 13 PM jlierly PL2 01 2/03/10 PB PLUMBING ROUGH IN 2/04/10 AP February 2 2010 3 16 04 PM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING February 4 2010 8 47 37 AM pbarthol PL99 01 5/12/10 J�yL MayMBING 0INA8 TIME 01 00 May 12 2010 8 20 39 AM 1pangrle BRUCE 912 0079 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 3/10/10 9 21 38 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/10/10 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER JACOB AND STACY BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/16/09 JLL BLDG FRAMING TIME 09 00 9/16/09 AP September 15 2009 4 58 38 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING September 16 2009 4 06 04 PM jlierly 20 ufr installed /j11 BL2 01 9/24/09 PS BLDG FOUNDATION STEM WALL 9/25/09 AP September 24 2009 2 52 29 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL9 01 10/26/09 JLL BLDG SHEARWALL 10/26/09 AP October 26 2009 9 13 47 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 17 PM jlierly BL9 02 1/28/10 JLL BLDG SHEARWALL 1/28/10 AP January 28 2010 9 11 18 AM pbarthol BRUCE 912 0079 January 28 2010 4 34 30 PM jlierly BAIR 01 2/12/10 JLL BLDG AIR SEAL 2/12/10 AP February 11 2010 9 10 54 AM permits February 12 2010 4 43 56 PM jlierly BL3 02 2/12/10 JLL BLDG FRAMING 2/12/10 AP February 11 2010 9 10 25 AM permits February 12 2010 4 43 56 PM jlierly BLI 01 2/17/10 JL BLDG INSULATION TIME 01 00 .t 1 February 17 2010 8 17 04 AM 1pangrle t■ BRUCE 912 0079 INSULATION AFTERNOON BLDR 01 3/10/10 J BLDG DRYWALL IBWP TIME 01 00 4 March 10 2010 9 03 53 AM 1pangrle '11111 BRUCE 912 0079 INTERIOR SHEARNALL DRYWALL AFTERNOON COMMENTS AND NOTES PREPARED 2/17/10 8 20 26 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/17/10 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER JACOB AND STACY BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/16/09 JLL BLDG FRAMING TIME 09 00 9/16/09 AP September 15 2009 4 58 38 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING September 16 2009 4 06 04 PM jlierly 20 ufr installed/j11 BL2 01 9/24/09 PB BLDG FOUNDATION STEM WALL 9/25/09 AP September 24 2009 2 52 29 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL9 01 10/26/09 JLL BLDG SHEARWALL 10/26/09 AP October 26 2009 9 13 47 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 17 PM jlierly BL9 02 1/28/10 JLL BLDG SHEARWALL 1/28/10 AP January 28 2010 9 11 18 AM pbarthol BRUCE 912 0079 January 28 2010 4 34 30 PM jlierly BAIR 01 2/12/10 JLL BLDG AIR SEAL 2/12/10 AP February 11 2010 9 10 54 AM permits February 12 2010 4 43 56 PM jlierly BL3 02 2/12/10 JLL BLDG FRAMING 2/12/10 AP February 11 2010 9 10 25 AM permits February 12 2010 4 43 56 PM jlierly BLI 01 2/17/10 L BLDG INSULATION TIME 01 00 February 17 2010 8 17 04 AM 1pangrle BRUCE 912 0079 INSULATION AFTERNOON COMMENTS AND NOTES PREPARED 2/12/10 8 46 23 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/,2/10 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER JACOB AND STACY BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/16/09 JLL BLDG FRAMING TIME 09 00 9/16/09 AP September 15 2009 4 58 38 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING September 16 2009 4 06 04 PM jlierly 20 ufr installed/j11 BL2 01 9/24/09 PB BLDG FOUNDATION STEM WALL 9/25/09 AP September 24 2009 2 52 29 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL9 01 10/26/09 JLL BLDG SHEARWALL 10/26/09 AP October 26 2009 9 13 47 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 17 PM jlierly BL9 02 1/28/10 JLL BLDG SHEARWALL 1/28/10 AP January 28 2010 9 11 18 AM pbarthol BRUCE 912 0079 January 28 20 0 4 34 30 PM jlierly BAIR 01 2/ /10 JL BLDG AIR SEAL February 11 2010 9 10 54 AM permits /1 JL BLDG FRAMING BL3 02 February 11 2010 9 10 25 AM permits COMMENTS AND NOTES Application Number 10 00000113 Date 2/08/10 Application pin number 257073 Property Address 2006 VILLAGE CIR ASSESSOR PARCEL NUMBER 06 30 13 5 7 0290 0000 Tenant nbr name JACOB STACY BEUTLER Application type description FIRE SPRINKLER SYSTEM Subdivision Name Property Use Property Zoning PLANNED RESDNTL DEVLPMENT Application valuation 2000 Application desc INSTALL A FIRE SPRINKLER SYSTEM Owner Contractor JACOB AND STACY BEUTLER INNOVATED FIRE SPRINKLERS 1112 E COLUMBIA 81 NEW HAVEN LANE PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 7583 Structure Information 000 000 INSTALL A FIRE SPRINKLER SYSTEM Permit FIRE SPRINKLER RESIDENTIAL Additional desc FIRE SPRINKLER SYSTEM Permit pin number 160390 Permit Fee 00 Plan Check Fee 00 Issue Date 2/08/10 Valuation 2000 Expiration Date 8/07/10 Special Notes and Comments A full acceptance test will be required for the fire sprinkler system Fee summary Charged Paid Credited Permit Fee Total 00 00 00 00 Plan Check Total 00 00 00 00 Grand Total 00 00 00 00 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be 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. a//6//0 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5 Street, Port Angeles, WA 98362 Due Pna i ed $v 40 Signature of Contractor or Au horized Agent Date Signature of Owner (if Owner is builder) Date FIRE PERMIT INSPECTION RECORD Call 360 417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover insulate 0 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 I Date Passed 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 3 -i Kbh 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 UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments Completed by Contractor- 2/15/00 psi psi N oTh O "D 3 Cc Fill out COMPLETELS and in IIVK. our application and site plan MUST BE COMPLETE to he accepted for review If you have any questions, call PERMITS (360) 417-4815 FA,X(36(1)417 -4711 Applicant or Arent. k.11 Vt*C Q,t�+ Q., Q. Q 1, Phone. Lis' 2. 2.s The 3 Owner_TQCab 4 5 ±0C BU -1 Phone. Address: 1 IZ E Ca(vini,; dry PO r 7 i &S -e tQ...P Zip /8'30 Architect/En emeer ikiu. gy p J r�-/-L, p v-, i C d e. f_ Phone: Contractor 14/Altia9-T /l am F2 L State License j/f/A/CW sf a �0 p 8 4.2.1 /p Phone:C/52 -?J 3 Address: 8/ A/12.4-0 t1 G, tJ L City v-� 4 +-t C' 0 6_,J Zip .52 (p PROJECT ADDRESS 2 06 V 1 CL c' Q_.. C. i Y'ciL 0 ZONING e.► LEGAL DESCRIPTION Lot. 2_ 9 Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. TYPE OF WORK. esidential New Constr Re -roof Stove Multi family Addition Move Garage Commercial Remodel Demohtion Deck Repair Sign Other BRIEF DESCRIPTION OF THE PROJECT ELF' COMMERCIAL/RESIDENTIAL. Occupancy Group: No. of Stones: Lot Size: Existing Sq. Ft. Total lot coverage PLANNING USE ONLY BUILDING PERMIT APPLICATION ESA/Wetland(s). Yes 0 No SEPA Checklist required? Yes No Other STZF.TV kLUATION SF /SF SF /SF SF /SF TO AL VALUATION 2.. ocra i/ ire ,s c(e s Occupant Load. Proposed Sq Ft Construction Type: TOTAL Sq Ft FOR OFFICIAL USE ONLI Date kec. 2- Q 1'cnnit I O 13 Date 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 time of permit issuance. EXPIRATION OF PLAN REVIEW lino permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the tune for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No apphcation can be extended more than once. I hereby certify that l 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 wor T•1FORMS\BIdgPertnitform_wpd Applicant: s Q-. Date: a PREPARED 2/03/10 8 30 59 NSPECTTON TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/03/10 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER JACOB AND STACY BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 10/01/09 JLL PLUMBING WATER SUPPLY TIME 01 00 10/01/09 AP October 1 2009 7 59 45 AM 1pangrle BRUCE 912 0 79 WATER SUPPLY LINE METER TO HOUSE AFTERNOON October 1 2009 4 23 13 PM jlierly PL2 01 2/03/10 JLL PLUMBING ROUGH IN 3 February 2 2010 3 16 04 PM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 1/28/10 11 09 41 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/28/10 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBA TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER JACOB AND STACY BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/16/09 JLL BLDG FRAMING TIME 09 00 9/16/09 AP September 15 2009 4 58 38 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING September 16 2009 4 06 04 PM jlierly 20 ufr installed/j11 BL2 01 9/24/09 PB BLDG FOUNDATION STEM WALL 9/25/09 AP September 24 2009 2 52 29 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BLDG SHEARWALL October 26 2009 9 13 47 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 17 PM jlierly BL9 02 1/28/10 LL BLDG SHEARWALL January 28 2010 9 11 18 AM pbarthol BRUCE 912 0079 COMMENTS AND NOTES BL9 01 10/26/09 JLL 10/26/09 AP Clallam County Assessor Treasurer Property Details 66761 JACOB AND STACY Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 66761 JACOB AND STACY BEUTLER for Year 2009 2010 Property Account Property ID' Geographic'ID Type Tax Area. Open Space Historic Property' N Multi- Family Redevelopment: N Location Address Neighborhood' Neighborhood CO Owner Name. Mailing Address Year 2009 2009 2009 2009 2009 2009 2009 2009 2009 2008 2008 2008 2008 2008 2008 2008 2008 2008 Statement ID Taxing Jurisdiction 667612008 667612008 667612008 667612008 667612008 667612008 667612008 667612008 667612008 667612007 667612007 667612007 667612007 667612007 667612007 667612007 667612007 667612007 66761 Legal Description PENINSULA VILLAGE V15 P6 LOT 29 11A 0630135702900000 Real 0010 N PA 121 PORT ST CNTY H2 L Land Use Code DFL Remodel Property' 2006 VILLAGE CIR PORT ANGELES WA 98362 Cycle 5 Res 10955130 JACOB AND STACY BEUTLER 1112 -E COLUMBIA PORT ANGELES WA 98362 Taxes and Assessments Due Property Tax Information as of 12/10/2009 Amount Due if Paid on. Mr ST SCH STATE SCHOOL CC -GEN COUNTY PORT PORT PORT ANG PORT ANGELES SD #121 SCHOOL DISTRICT #121 NTH OLY LIB NORTH OLYMPIC LIBRARY HOSP #2 HOSPITAL #2 FIRE_PATROL FIRE PATROL WEED CONTROL WEED CONTROL 2009 667612008 TOTAL. ST SCH STATE SCHOOL CC -GEN COUNTY PORT PORT PORT ANG PORT ANGELES SD #121 SCHOOL DISTRICT #121 NTH OLY LIB NORTH OLYMPIC LIBRARY HOSP #2 HOSPITAL #2 FIRE_PATROL FIRE PATROL WEED CONTROL WEED CONTROL Agent Code Mapsco Map ID' Exemptions First Second Half Half Base Base Due Due $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $17 90 $0 00 $1 63 $0 00 $19.53 $0.00 $70 39 $70 38 $34 06 $34 05 $4 98 $4 97 $73 35 $73 33 $82.10 $82 09 $9 90 $9 89 $3 38 $3 38 $895 $895 $0 82 30 81 97 N N Penalty $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0.00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 Owner ID 194280 Ownership 100 0000000000% Base Amount Interest Paid Due $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $17 90 $0 00 $0 00 $1 63 $0 00 $0.00 $19.53 $0.00 $0 00 $140 77 $0 00 $0 00 $68 11 $0 00 $0 00 $9 95 $0 00 $0 00 $146 68 $0 00 $0 00 $164 19 $0 00 $0 00 $19 79 $0 00 $0 00 $6 76 $0 00 $0 00 $17 90 $0 00 $0 00 $1 63 $0 00 http /vpn clallam nett 8084iprope tyaccess /Property aspx ?cId= C &Cyeai 2009 &prop_icl =6 12,10/2009 PREPARED 10/26/09 9 32 48 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/26/09 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER TRACY SMITH BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/16/09 JLL BLDG FRAMING TIME 09 00 9/16/09 AP September 15 2009 4 58 38 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING September 16 2009 4 06 04 PM jlierly 20 ufr installed /j11 BL2 01 9/24/09 PS BLDG FOUNDATION STEM WALL 9/25/09 AP September 24 2009 2 52 29 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL9 01 10/26/09 J L BLDG SHEARWALL October 26 2009 9 13 47 AM 1pangrle N BRUCE 912 0079 SUBFLOOR FRAMING 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 New home 1564 sqft Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES (360) 417 1110 WA 98362 Permit Additional desc Permit pin number 154476 Permit Fee 113 75 Issue Date 10/02/09 Expiration Date 3/31/10 Qty 1 00 1 00 Fee summary Permit Fee Total Plan Check Total Grand Total Unit Charge Per 86 2500 ECH 27 5000 ECH INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 09 00001013 848033 2006 VILLAGE CIR 06 30 13 5 7 0290 0000 ELECTRICAL ONLY PLANNED RESDNTL DEVLPMENT 0 Contractor ELECTRICAL NEW RESIDENTIAL Charged Paid Credited DATE Date 10/02/09 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 500 113 75 113 75 00 00 00 00 113 75 113 75 00 Due RESULTS sorp 00 00 00 00 0 Extension 86 25 27 50 Signature of owner or Electrical Contractor X Date INSPECTOR. OCT -1 -2009 09 37A FROM OLYMPIC WIRING Lo}- 2q City of Port Angeles Permit Application Building Divlslan/ Electrical Inspections 321 East Fifth Street- P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 4174735 Fax: (360) 417.4711 Date: 0 0 I-4& 2 Single Family Dwelling Multi Family or Commercial` Commercial Addition 1 Alteration Remodel 1 Repair' 'k Plan Review May Be Required, Please Complete Electrical Plan Re �jl}Nnformation Sheet Job Address:, 7.104 lr I I(A- 11. C cl Building Square Footage: l S 4 Description of above sGN s 4 f/1 411;1= Owner Information Contractor Information Name: M!<, iG u�-_ t at Name: 0 c, Mt/ c.+ 1.41 1 A I Ai 6 rAl C. Mailing Address: at. Mailing Address: S leo j Pro ties r ,tif City State: Zip: City' st fu e,- A le State: Zip: _g_$ 344 Phone: Fax: Phone: 340 b9Z- a /SwFax: ako Gf L 3420 License Exp. License Exp. C Unit Charae 93.75 $113.75 $160.00 $205.00 5291.25 2.00 57.50 2.00 72.50 85.25 $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 Q Signature of owner, electrical contractor or electrical administrator X r. I��UL. -C.A i Data! )O ""I —O 9 REED our 11 2009 ELECTRICAL INSPECTIONS F.us t es. 1 Total (Qty Multiplied by Unit Charggl 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/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. Portal to Portal Hourly Sign/Outline Lighting Signal Circuit/ Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi- Family Dwelling Manufactured Home Connection Renewable Electrical Energy 510/A System or Less R 6 .7 C First 1300 Square FL 5 1.1 S,/t Each Additional 500 Square Ft. or Portion or Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat 1 1311 5' Total TO 13604174711 P 3 ir SrniT� /EEUTL.M EI Cash 13 Check E Credit Card ft GLA.. CPA CO L 61_10 at a v 01 %our Owner as defined by RCW 19.28.261: (1) Owner will occupy the structure fa, two years afor this electrical permit is finalized. (2) Owner is required to hire an electrical contractor 11 above said property's for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical 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. PREPARED 10/01/09 8 10 09 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/01/09 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER TRACY SMITH BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 10 /01 /09L PLUMBING WATER SUPPLY TIME 01 00 j October 1 2009 7 59 45 AM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE AFTERNOON COMMENTS AND NOTES PREPARED 9/24/09 14 53 19 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/24/09 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER TRACY SMITH BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/16/09 JLL BLDG FRAMING TIME 09 00 9/16/09 AP September 15 2009 4 58 38 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING September 16 2009 4 06 04 PM jlierly 20 ufr installed /j11 BL2 01 904/ JLL BLDG FOUNDATION STEM WALL F it 4 September 24 2009 2 52 29 PM 1pangrle PAT B STEMWALL COMMENTS AND NOTES PREPARED 9/16/09 8 17 19 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/16/09 ADDRESS 2006 VILLAGE CIR SUBDIV TENANT NBR TRACY SMITH BEUTLER CONTRACTOR PHONE OWNER TRACY SMITH BEUTLER PHONE PARCEL 06 30 13 5 7 0290 0000 APPL NUMBER 09 00000456 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL3 01 9/16/09 Ir1 BLDG FRAMING TIME 09 00 September 15 2009 4 58 38 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1 228 SF SFR 336 SF ATT GAR 76 SF CVRD PORCH Owner Contractor 6.-c-v b s+a,c y 8 4nrr_ -c�.T BEUTLER eU� ehOWNER 1112 E COLUMBIA ST PORT ANGELES WA 98362 09 00000456 Date 8/07/09 200512 2006 VILLAGE CIR 06 30 13 5 7 0290 0000 TRACY SMITH BEUTLER RES NEW SFR PLANNED RESDNTL DEVLPMENT 115372 Structure Information 000 000 1 228 SFR 336 ATT GAR Other struct into TOTAL LOT COVERAGE CONSTRUCTION TYPE FIRE SPRINKLERS REQUIRED NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per Permit PUBLIC WORKS STORMWATER Additional desc STORMWATER DRAINAGE CONNECTION Permit pin number 147769 Permit Fee 135 00 Plan Check Fee 00 Issue Date 8/07/09 Valuation 115372 Expiration Date 2/03/10 Qty Unit Charge Per 1 00 135 0000 EA SAN SEW STM CON OTHER Permit Additional desc Permit pin number Permit Fee Signature of Contractor or A l/rized Agent T \Policies \1 102 15 10/08] PUBLIC WORKS RES WATER SERV 3/4 DROP IN WATER METER 147744 355 00 Plan Check Fee 8/07/09 Valuation 2/03/10 BASE FEE SANITARY SEWER HOOK UP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 76 CVRD PORCH 24 00 VB YES 2 00 5006 00 1202 00 1202 00 1 00 0 115372 Extension 355 00 Extension 135 00 147751 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. g/=.2 7 Date Signature of Owner (if owner is builder) Date PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 41 -4815 T' \Policies \1102 15 [10 /08I RESIDENTIAL PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COV R, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES I NO COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING Application Number 09 00000456 Application pin number 200512 Issue Date 8/07/09 Valuation Expiration Date 2/03/10 Qty Unit Charge Per 1 00 135 0000 EA SAN SEWER HOOKUP Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) May 29 2009 3 53 22 PM sroberds The proposal will result in construction of a 2 story residence w /attached garage in the RHD for total lot coverage of 24% and site coverage of 30% No land use issues anticipated Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense 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 24 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 May 26 2009 8 58 55 AM rbecker No fire system being installed so you do not need a backflow assembly installed If you have any questions contact Ron Becker at 417 4886 Other Fees Fee summary T \Policies\ 1 102 15 [10/08) Permit Fee Total Plan Check Total Other Fee Total Grand Total CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Date 8/07/09 115372 Extension 135 00 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 625 00 625 00 00 00 00 00 00 00 3737 50 3737 50 00 00 4362 50 4362 50 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to 'iolate 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 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 I BACK -FLOW DEVICE INSPECTION TYPE DATE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \Policies \1102 15 [10/081 KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE PERMIT INSPECTION RECORD FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES NO I ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT I BUILDING COMMENTS Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per Date 16 00 5 6000 THOU Permit Additional Permit pin Permit Fee Issue Date Expiration Qty Unit Charge Per T:Forms/Building Division/Building Permit MECHANICAL PERMIT desc number 146209 222 85 8/07/09 Date 2/03/10 4 00 7 2500 1 00 10 6500 9 00 14 8000 EA EA EA 09 00000456 200512 2006 VILLAGE 06 30 13 5 7 TRACY RES NEW SFR CIR 0290 0000 SMITH BEUTLER PLANNED RESDNTL DEVLPMENT 115372 Application desc 1 228 SF SFR 336 SF ATT GAR 76 SF CVRD PORCH Owner T i,,,a1�0.+(ac)l aGy geut Contractor DT ¶MITP BEHTT°S4 OWNER 1112 E COLUMBIA ST PORT ANGELES WA 98362 Structure Information 000 000 1 228 SFR 336 ATT GAR Other struct info TOTAL LOT COVERAGE CONSTRUCTION TYPE FIRE SPRINKLERS REQUIRED NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS BUILDING PERMIT RESIDENTIAL 1 228 SF SFR 336 SF GARAGE 146191 1109 85 8/07/09 Valuation 2/03/10 Plan Check Fee BASE FEE BL 100 001 500K (5 60 PER K) Plan Check Fee BASE FEE ME VENT FAN (SINGLE DUCT) ME STOVE /FIREPLACE /MISC APP ME HEATER(SUSP /WALL /FLOOD MTD) Date 8/07/09 76 CVRD PORCH 24 00 VB YES 2 00 5006 00 1202 00 1202 00 1 00 721 40 115372 Extension 1020 25 89 60 0 Valuation 0 Extension 50 00 29 00 10 65 133 20 Fria, t i2 i0 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 1 hereby certify that 1 have read and examined this application and know the same to be true and correct All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local la regulating construction or the performance of construction. Print Name Signature of Contractor or Authorif(ent Signature of Owner (if owner is builder) FOUNDATION. Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES. Footing Slab Blocking Hold Downs Skirting BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T /Building Division /Building Permit Accepted By Comments FINAL Date Accepted by FINAL Date Accepted by Date Accepted By CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000456 Application pin number 200512 Permit PLUMBING PERMIT Additional desc Permit pin number 146225 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 Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) May 29 2009 3 53 22 PM sroberds The proposal will result in construction of a 2 story residence w /attached garage in the RHD for total lot coverage of 241 and site coverage of 301 No land use issues anticipated Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense 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 24 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 May 26 2009 8 58 55 AM rbecker No fire system being installed so you do not need a backflow assembly installed If you have any questions contact Ron Becker at 417 4886 Other Fees 713 00 1510 00 4 50 1510 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 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. T.FormsBuilding Division/Building Permit RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Page 2 Date 8/07/09 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) FOUNDATION. Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Stab 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 Inspection Type Accepted By Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. Comments FINAL Date Accepted by FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By Application Number 09 00000456 Application pin number 200512 Fee summary Charged Paid Credited Permit Fee Total 1474 70 1474 70 00 00 Plan Check Total 721 40 721 40 00 00 Other Fee Total 3737 50 3737 50 00 00 Grand Total 5933 60 5933 60 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The 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.Forrns/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 3 Date 8/07/09 Due FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Biggs 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 Hold Downs 07710 Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping 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. Inspection Type Date Accepted By Comments 9 —Oct. a- z� Z 3— 10 In --1 -09 2 —t2— l o 2. 12 —td 2 —Vi Inspection Type TG L.(-- Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 ZO ►1 S kedt C3 p✓ 2- 0 FINAL Date? Accepted by L s hea-I wa.li 1 -2 10 7L1_ 6 v bf lootr +'Z FINAL Date 12 'Accepted by SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By 5 -11 -10 ALL 06/6310R by- (-fro ry, e Rau si k-N6 AuE'het t 5ubvni th h owner (not 4he rev tno51 Su6rri tteet) Ttf`a�tH Svvtisoli* 6 ev` -tor s e em f�l c lear eo h A 1(ocu% J h Pr'w BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 31 417-4815 fax (360) 417 -4711 o Applic //o05/n/6 fJri -NR try o r eouNi'y of eGf Mm Property Owner 7jZ, y ,Sn j 1-1 !S F cJTL C-2 Property Owner's Address N .0:_cstirdo I Qli9 �T Contractor O fe Contractor's Address License Expires PROJECT ADDRESS Parcel Number Proiect Type Brief Description. Check all that apply Mew Construction Addition Remodel Repair Demolition Re -roof Heat System Other Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Dc 30/3 5 7a -7 0 Floor Areas Existing (sq. ft.) Proposed (sq. ft.) Max. height of proposed structures g ft. Will a lawn sprinkler system be installed? N Will a fire sprinkler system be installed? f£S 2 ooc V /L1-4- -t CIreed Bir(,ihwand 1Z2s 1esidential Multi family Yft L- Phone Phone e A. 1v4. PhorSe E -mail caosl-P Tiorl or Al g 1.1 ATM F#-T IA' W 2.92 Gg1Z, E Occupancy group Occupant load Construction type For City Use Only Date Received'. 6, -0 q_ Permit (S t Sb Date Approved ysa 7G 3/ 'x`36 Lot j Zoning ,F Commercial Industrial RIS /v&Ve FeHouse ergarage other tear off re -roof lay over one layer Heat pump wood burning stove gas fireplace pellet stove other per sq ft. 7 ?o 13" /So N3 8 37 ,23c 33 3 0 to, 080 7 j 2_ y/2 TOTAL VALUATION Total footprint of structures a sq. ft. T Lot size 5OOC sq. ft. Lot coverage a 9 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 3 of bedrooms of full baths of half baths 3 Q 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 responsibility to determine what permits are required, and to obtain permits prior to working on pr jects. Date JO 3 U Iv Print Name r` UC C e Signature :Forms /Building Division /Bldg Permit.doc 2009 1240972 Page 1 of 2 Warranty Deed Olympic Peninsula Title Company Clallam County Washington 07/31/2009 01 26 12 PM 1111leM.l 1 16 1�6�1w r r L IN's 11 II OLYMPIC PENINSULA T i t l e C o m p a n y NO. SS7 CLALLAM COUNTY TRANSACTION EXCISE TAX File Number 010 9 3 5 4 6 DS LPB 10 -05 STATUTORY 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 JACOB BEUTLER AND STACY BEUTLER, HUSBAND AND WIFE the following described real estate, situated in the County of CLALLAM State of Washington LOT 29 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 29 PENINSULA VILLAGE V15 P6 Tax Parcel Number(s)- 063013 5 7 02 9 0 Dated July 30, 2009 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 THE COUNTY OF CLALLAM to be the',ree aid voluntary act of such party(ies) for the uses and'.pu,rposes mentioned in this inst ent Datedr 7 DATE PAID JUL 3 1 2009 AMOUNT It jq 0 ()(7 COU T R R BY I AI I. ss SING AU OF CO a F o ti i All CLALLAM �ME J TIETZ! Exe veDir CLIA Notary na a printed or typed DAWN L SHIDELER Notary ublic in and for the State of WASHINGTON Residing at PORT ANGELES My Appointment Expires 4/9/2011 File Number 01093546DS G UU' IG'7VJIG LI IIJ II GVVJ VI GI." IG f L VI G PENINSULA TITLE COMPANY /HOUSING AUTHORITY 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 viQ11Qw w w ...Lou' v vin V V 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 1494tIL JACOB BEUTLER STACY BE TLER City of Port Angeles Building Division 321 E 5th St. Port Angeles, WA 98362 RESIDENTIAL PLAN REVIEW GUIDELINES wird flo• PLAN REVIEW Items described here are only a guide to common questions and missed items during plan review and construction All codes must be complied with (Please read and follow each item) SPECIAL NOTE. Check item #59 first to see if enaineerina will be needed because of lateral 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 Review G .defines (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 Tight 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 .8403 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 '1 22. Wood sill plates of all exterior walls interior bearing walls (slab -on- grade) and interior shear walls (slab -on- grade) must be anchored to foundation or slab with 1 /2 X 10" J -bolts with a 2" X 2' X 3/16" plate washer Anchor bolts to be placed a maximum of 12" and no closer than 3 1 /2 from the ends of the sill plate Each piece of sill plate must have a minimum of (2) anchor bolts Anchor bolts shall be spaced no further than 6 feet apart. (Special spacing and sizing conditions may apply at alternate braced wall panels) R403 1 6 23. 6' clearance required from finish grade to foundation mudsill plate R319 24 3 1/2" (min thickness for all concrete slabs -on -grade R506 1 25 Footing and foundation wall SIZES for two pour system (Foundation walls NOT over 5'feet in. height) Footing supporting single story- 12' wide X 6" thick. Foundation wall supporting single story- 6' thick Footing supporting two stories- 15" wide X 7' thick. Foundation wall supporting two stories- 8" thick. Foundations that support more than two stories require an engineered design 26 Footing and fnd. REINFORCEMENT for two pour system fnd walls NOT over 5 feet in height) (Footings supporting single or two stories) One continuous #4 horizontal rebar placed at center of footing with 3' (min clearance from dirt. (Foundation walls not over 5 feet in height) One continuous #4 horizontal rebar placed within the top 12" of the wall #4 vertical rebar placed at 48 inches 'o c max (wet set ok) with a 6 -inch 90- degree hook. A minimum of (2) vertical bars to be placed at front garage wall returns 27 Monolithically poured foundation systems Bottom of footing shall be 12' wide (min') and extend to 24" below finished grade minimum Footing shall have either one #5 continuous horizontal rebar placed at center and 8" above bottom of footing or (2) #4 continuous horizontal rebar placed at center and in the middle third of the footing measuring vertically 3 1/2' minimum slab thickness When a monolithic system is used to support heated spaces an R 10 insulation board must be installed on the outside of the foundation extending from bottom of footing to top of slab Exposed foam insulation above grade must be protected from damage and sun with approved materials The material used must extend a minimum of 12' below grade 28 Basement Walls (up to 9 feet) or Stem Walls (over 5 feet) or STEPPED FOUNDATIONS There are special restrictions for this type of foundation wall under the new code In plan view the length of this type of wall cannot exceed 35 feet. For stepped foundations this wall cannot exceed 7 feet high otherwise the floor joists must connect DIRECTLY to the wall (for bracing the foundation wall) WET- SETTING IS NOT allowed for the alternating hooks into the footing There are special blocking requirements if any of these conditions cannot be met (note on the plans!) See R404 1 29 Under -floor pier pads supporting uniform load of wood framed floors shall be 18"x 18" x 8" (min) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and /or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point Toads) R501 2 T Building /Handouts /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 7 34. The under -floor grade shall be cleaned of all vegetation and organic material All wood forms and construction debris shall be removed prior to final inspection R408 35 Thickened -slab footings must be 12" min total depth (top of conc. slab to bottom of footing 12" total) (Revised from IRC) 36 Foundation cripple walls shall be framed of studs not Tess in size than the studding above Cripple walls with a height less than 14 inches shall be sheathed on one side with a wood structural sheathing or shall be of solid blocking Cripple walls count as an additional "story" for lateral. purposes R602 9 FLOOR FRAMING 37 18" (min) clearance beneath all floor joists and 12" (min) clearance beneath floor girders (beams) in crawl spaces R308 38 Span of all joists (including 2 level joists) must meet minimum live Toad 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 1 /2 inch air space provided at tops, sides and ends of the member 46 All foundation plates sills and sleepers bearing on a concrete foundation or slab that is in direct contact with the ground shall be pressure treated All wood framing members that rest on concrete foundations and are within 8" of exposed ground shall be pressure treated R319 T Building /Handouts /Residential Plan Review Guidelines (Re 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 Tight 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 Build ng /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 5 of 8 (see p 44 of the 2006 IRC) Rooms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses /rafters) B The perimeter of all floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams holding up any part of the perimeter of a floor or a roof then your proposed house is IRREGULAR. The most common place you will find this problem is at large covered porches and patios where the roof is supported only by post and beams Such covered porches and patios also make the building IRREGULAR Related to this are areas of discontinuous diaphragms especially changes in plate line heights which also are considered as separate roofs and therefore make the building IRREGULAR C In any elevation of the exterior the braced walls from an upper level wall must NOT occur over a window or door In. general this means that the windows of the upper story must align with the windows of the lower story There are some exceptions based on up- sizing the header in the window below (see 2006 IRC p 44 for details) 'D When an opening in a floor or roof. (such as a balcony.- overlook area or a courtyard area) exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR. E. When portions of a floor level are vertically offset (such as a sunken room) then your proposed house is IRREGULAR This does not apply to a slab -on -grade floor F When braced wall lines do not occur in two perpendicular directions (such as portions of the house or garage at an angle to the rest of the building). then your proposed house is IRREGULAR. G If you have any portion of the above -grade walls that use masonry or concrete construction then your proposed house is IRREGULAR Stepped foundations that create a daylight basement situation are OK under this provision and do not make.an irregular. structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS 61 THRU 65). Add up all lengths of braced panels (4 foot braced panels 2' -8' alt. braced panels and 24 or 16' portal frames COUNT as 48' of length each portal frame counts as a total of 48' of bracing length —not 2 times 48 along the wall in question The total length of braced walls must be at least 16% of the entire wall length AND the panels must occur at least every 25 feet along the wall For 1 story of 2 -story house 30% of the entire wall length must be braced walls Check this for all braced wall lines including INTERIOR WALLS and including the front wall of a garage if it is not part of another braced wall line (i e the garage sticks out in front of the house more than 4 feet) See also #65 T below for areas .where MORE than 35 feet between wall lines is needed 61 Garage lateral bracing systems with no 2nd floor above H Portal Frame for Garages (16' side panels '8 foot max. high walls' 20' side panels 10 -foot max. high walls) Alternate Braced Walls— single -story condition (2' -8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices 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. 1St 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 /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 6 of 8 N Alternate Braced Walls— single -story condition (2' -8' min width X 10 foot max. height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or 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. 1 Floor Conditions Braced wall (any of the methods listed above). must start at no more than 12 5 feet away from the corner of the braced wall lines and then at every 25 feet (min) along the wall line 64 2 Floor Conditions Braced walls (either of the methods listed below) must be within 12 5 feet of the corner of the wall line in question R. Standard four (4) foot panels on 2 levels can start at no more than 12 5 feet away from the corner S Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 65. Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 1 story of a 2 -story house) R602 10 1 1 Exception 1 and 2 U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior Braced Walls are minimum 1/2' GWB both sides of wall for a minimum length of 48" use 5d nails or screws at 7' o c Sole plate of wall must be attached to thickened slab footing (see item #22 above) with 1/2" anchor bolt 6' -0' o c or solid blocking (walls perpendicular to joists) or LINE UP JOIST with braced wall (walls parallel to joists) 66 The roof sheathing MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe nailed (for blocks that are top beveled) with 8d 6' o c For ventilation use not more than two (2) 2' diameter holes BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both engineered AND prescriptive bracing ROOF ATTIC 67 Truss drawings must show reactions of all girder trusses point Toads onto headers must have headers sized accordingly point loads over 5000 Ibs onto double -top plates must be checked for bearing capacity Use "Simpson brand TBE4 or TBE6 as needed to spread the load 68 Truss bottom chord live 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 Guidelines (Rev 03- 18 -09) Page 7 of 8 70 Attic ventilation must be provided at 1/150 of the attic area or 1/300 of the attic area if 50% of the venting can be 3 feet above the eave venting (roof jack vents are 49 sq in. /vent, ridge vents at 12 sq in. /foot) R806 1 71 Attic mechanical equipment, need light and switch near opening and electric outlet. Access opening to such mechanical equipment must be no further than 20 feet from equipment with 22" wide (min) walkway from access opening to the equipment. 72. Attic access required 22" X 30" min and shall be in hallway or other readily accessible location R807 1 MECHANICAL 73 Appliances located in a garage or carport shall be protected from damage from vehicles M1.307 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 I/2 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 /4 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 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 service Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 1110 Permit Additional desc Permit pin number 147058 Permit Fee 72 50 Issue Date 5/29/09 Expiration Date 11/25/09 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 00000513 929542 2006 VILLAGE CIR 06 30 13 5 7 0290 0000 ELECTRICAL ONLY PLANNED RESDNTL DEVLPMENT 0 Contractor ELECTRICAL TEMPORARY SERVICE Qty Unit Charge Per 1 00 72 5000 ECH EL TEMP SRV 0 200 SRV FDR Charged Paid Credited Date 5/29/09 OLYMPIC WIRING INC 9601 PROVOST ROAD NW SILVERDALE WA 98383 (360) 692 0134 /Z gyp¢ Plan Check Fee Valuation 72 50 72 50 00 00 00 00 72 50 72 50 00 DATE RESULTS Extension 72 50 Due 00 00 00 ,4/1425 -6) l w 00 0 Signature of owner or Electrical Contractor X Date INSPECTOR. .7_40) MAY -27 -2009 01 27P FROM OLYMPIC WIRING City of Port Angeles Permit Application Building Div.isionlElectrlcal Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (380) 417.4735 Fax: (360) 417.4711 Date: N21 /09 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: 2 Gal. V 1 Lt..A& C 1 R.0 LJ� Building Square Footage: Description of above 1 N C* t,E FAM IL y DW E L.S.1 NIT Owner Information Contractor Information Name: 14011.Stiats AUTINORtT�/ of: CA LLLAN. CO Name: a L e� W VMPt (SUN 2 %NC" Mailing Address: Mailing Address: gL.e t PROVOST RD. N•W City: State: Zip: City5 IL VEDALIE State: WA Zip: q Y 3 t3 Phone: Fax: Phata 492.0134 Fax:3Lt 1A2.. 36 it License Exp. License Exp. D IyM PIS 10'RU 3/ 31 11 Unit Charge 9j(t Total (,(�jt r Multiplied by Unit Charge,/ 93.75 ServicelFeeder 200 Amp. $113.75 ServicelFeeder 201 400 Amp, $160.00 ServicelFeeder 401.600 Amp. 5205.00 ServicelFeeder 601 1000 Amp. $291.25 5 ServicelFeeder over 1000 Amp. 2.00 Branch Circuit WI Service Feeder 57.50 Branch Circuit W10 Service Feeder 2.00 Each Additional Branch Circuit 72.50 1_ 72.5a Temp. Service/ Feeder 200 Amp. 86.25 Temp. ServicelFeeder 201 -400 Amp. 5116.25 Temp. ServicelFeeder 401 600 Amp. $131.25 Temp. ServicelFeeder 601 -1000 Amp. 75.00 Portal to Portal Hourly 69.00 5 Sign/Outline Lighting 75.00 Signal Circuit/ Limited Energy Commercial 50.00 Signal ClrcuIU Limited Energy 1 2 Family Dwelling 50.00 Signal Circuit/ Limited Energy Multi Family Dwelling 93.75 Manufactured Home Connection 80.00 Renewable Electrical Energy 5KVA System or Less 86.25 First 1300 Square Fl. 27.50 Each Additional 500 Square FL or Portion of 57.50 Each Outbuilding or Detached Garage 86.25 Each Swimming Pool or Hot Tub 43.75 Thermostat $_322.51L Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years alter Ms electrical permit is finalized (2) Owner Is required to biro an electrical contractor If above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical Installation or alteration in compliance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Pori Angeles Municipal Code, and Utility Specifications. Signature of owner, electrical contractor or electrical administrator Date: 7/0 9 REeE n MAY 2 8 2009 UGHT DEPT Cash Check Gt Credit Card it TO 13604174711 MASTERCARD ON FALE P 2 D b Applicant mold 6- hu-roo(?pry o r eau/I/Ty of eGyj.1471 Phone V ft(, 3/ Property Ownef Con/NI /a-,L -/-1 0059 Property Owner's Address 3 f 1 m/ )i /gyp pi). f n63 Contractor dc✓ //3 u/ i, e Phorre s 0). t-V/G. ,e36 License Expires r E -mail PROJECT ADDRESS 2 00C VIanez C/ al 2- 4:`,r,-,1, Jo Owl (Z28A Parcel Number bG 30/3 0 0 29 Lqt g- 5 Zoning PRb Multi family Commercial Industrial Coit)Si'tl art art or ad /t/ru.(/ Contractor's Address Proiect Type 8 Brief Description. r 1 sidential Check all that apply tAew Construction Date Addition Remodel Repair Demolition Re -roof Heat System Other Floor Areas Basement 1 Floor 2 Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other T:Forms /Building Division /Bldg Permit.doc 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 41 /t/ 17 ,4c/1W 04(E G9.2. l 1-1ouse e(garage other Heat pump wood burning sto, e gas fireplace pellet stove other Existing (sq. ft.) Proposed (sq. ft.) r k./ 7 T'O 'fir/ WO 33L er Max. height of .roposed structures 3 ft. Will a !awn .rinkler system be installed /V 0 Will a fire sprinkler system be installed? /£S Occupancy group Occupant load Construction type Print Name log'-cc., h'1 C e Signature ,f$ i✓c t tear off re -roof lay over one layer For City Use Only Date Received 5- a mit# O O Date Approve per sq ft. el TOTAL VALUATION //3" Total footprint of structu -s 12- sq ft. T Lot size ,5 o sq ft. Lot coverage o`t V Site Coverage the ount of impervious surface on a parcel including structures paved driveways sidewalks patios and other impervi s surfaces (see PAMC 17 94 135 for exemptions) Site coverage 3 of bedrooms of full baths of half baths 62 /So 37� 230 /7. ogo 7/2 3 have -ad 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.nsibility to determine what permits are required, and to obtain permits prior to working on pr jects. iirdberg ?ci -1/a1age-Cir \\AL J�2 �0 0 2 °11A41 e 010 '2 CITY GOVERNMENT PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information. Building Department Use Only Lot. d� Address L0o VI/- 6F C,,CL£ cit I°s27 State wA. Zip 9 8'3 C 2 Contact. 1dC2Z ft/I EA' /j3&JCg mce „,00 Phone 9 /;.y3 Phone 2 7/ 2 07 Y FAX. Permit o c Notes Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) W. #I Wall l °2�. �azing)� �GlazinghU= Factor t�.Qiior.'� 11� .s: `Vaul a o t d: x Interior 'Exterior ,Floor O tion Areax. >of r Y ^t ,P a,U" Ceifin Aliove �u. ,1,.€ Ceilin 0:** ,100.10%.* w, v n, Floor °figUeit O:vertie Factor f ad' Grade )f ;Grade..- ;G.racJe...; 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. 1 The project is a single- family residence or duplex. V The project is a wood frame OR all of the insulation is interior or exterior of the framing. 1 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 Fc--2 iii Eke S,¢rr ,QS (g f"a 1, ,L T /Building Division /Prescriptive Approach- Simple Form Please complete and return to Public Works Utilities Department Applicant Information Name. e0,01.01 yILr3AU6 Street: lob 6 I/1 L Lk -L. e t 2 C L F City State ZIP t o a /Z 1 4-A/6 eJ. S w,q `l 3 6 2 Daytime Phone Home Phone (if other than above) joGE2 Name 13,Qucg_ m`'emopr.,/ Title Co.JSTQJeciaJ SO/-'£,ed (Daytime Phone. z/ 77 aY3 9/ 2 0 °7 Name ,4'A -e 2. Company Daytime Phone 4 7 3/ Name bi--y./pi e ("I/ Ride i, /e. Company' Daytime Phone 36 49 2 c3/3(/ Name Company Daytime Phone. Existing Lw Single- family residence ❑Multi-family residence of units Commercial ❑Subdivision of lots Overhead service 2General service Underground service ❑Other Description of work: 5 2X_Viee f2 15 .91)Fr 5 -'Ci£ G4,I,4/ as, pc/ye 'Zoo, V,I I e/2et£ Lor i/1L'46 0 Pl/fc e 4/n1D r s t:, 20 Permanent service. Name and address of party responsible for permanent service billing? Contact Information Site contact: Contractor Electrician. Excavator Project Type 2 Project Information Street address lot number Nearest cross street: Desired connection date Electrical transformer serving property is on a pole ,fron the ground Electrical Load Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 (G sq ft. Main disconnect size 2- C amps [*20/240 1ph [1120/208 3ph 0277/480 3ph 0120/240 3ph 0480 3W 3ph Other [Standard residential loads (Lighting refrigerator dishwasher washer) Check all that apply A/C ton) L TKange /Oven Hot Tub Dryer eating Pumps Hp) ©<ter 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 Total square footage Voltage No Load Change Supporting Documentation Applicant's Signature Information for 1 xls iJ \PViK' ■GNTENGR\ #Ordinals [1 :r 7S-ti Date MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4711 WS WF .i fon Revised 1 15 -0 i Lt 0 c 11 0 0 0 0 8 0 0 Request for Billing py To. Janessa Hurd, Accounting Tech. 0 General Misc 0 Transfer.Station From: _Roger Vess 0 Leasehold Excise Tax 0 Light Department Date: 7 14 -2009 0 Medic I Transport 0 Police Department 0 Parks Department 0 Parking/Bus. Improvement Area 0 PenCom Dispatch Services 1_Public 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: Accounting Codes _403 7435 343 5025 G• \GROUP\ACCT\MR Receivables\Request for Billing.wpd t( Sections. Chanter 13.72 UPPER GOLF COURSE ROAD SANITARY SEWER CO1 1T I �:TI,U 13 72 010 Upper Golf Course Road Sewer Connection Charge I. eabli,.r_Yd 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 Js terest 13 72 110 Notice. 7' f j 1 )00 13.72.010 Upper Golf Course Road Sewer Connection Charge Established. There is hereby established a charge for connection to the Upper Golf Course Road sanitary sewer, which will be charged for all new sewer service connections to the sanitary sewer facilities constructed by the City for ULID 215 The Upper Golf Course Road sewer connection charge shah apply to an piopei ies outside ULM 215 and.tosewer 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./ 1.3/2009; 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 actaai cost of connecting to the City sewer system, the tapping fee, the secondary sewer assessment, am 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 GolfCourse Road sewer connection charge shall be paid upon application fora sewer permit unless oilierwise agreed upon between the property owner and the City Connect on to the system shall not be made until the Upper Golf Course Road sewer connection charge, standard con nectit<< charges, tapping fee, secondary sewer assessment, and any other charges imposed by ordinance ha' been paid. (Ord. 3038 §4, 11/26/1999) 13.72.090 Upper Golf Course Road Sewer Connection Charge Interest. Pursuar` RC 35 92 025, a charge for interest shall be added to the Upper Golf Course Road sewer ;on ectior 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 f- rmation cif ULID 215 until payment of the Upper Golf Course Road sewer connection charge, not to exceed ten 10) years When a connection is made to a lot that was created by subdivision after November 26 1999 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 applicable to the City at the time of construction of the sewer facilities, not to exceed ten (10) percent per year provided that the aggregate amount of interest shall not exceed the amount of the Upper Golf Course Road .,ewer connection charge unless_authonzed by, amendment of applicable state law (Ord. 336C 1_/ Gil' 1 038 §5, 11/26/1999). 13 -117 /2(t t by weyerha 3 1/2" x 9 1/4" 1 6E Solid Sawn Douglas Fir #2 TJ- Beam®6.30 Serial Number 7004012143 User2 1/16/2009 7:50:15AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 Member Slope: 0M2 Roof SlopeOM2 All dimensions are horizontal. SUPPORTS: PROJECT INFORMATION: Birchwood 1228 A Peninsula Village Copyright 0 2007 by iLevel Federal Way WA. Upper Floor Window Headers CONTROLS FOR THE APPLICATION AND LOADS LISTED 4' 3' LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 10' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1 15) 1033 703 2' Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 1098 764 0 1862 By Others None 2 Stud wall 3.50' 1.50' 1032 /719/0 1751 By Others None Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 1788 1393 4468 Passed (31 Lt. end Span 1 under Snow loading Moment (Ft -Lbs) 2536 2536 5022 Passed (51 MID Span 1 under Snow loading Live Load Defl (in) 0.010 0.131 Passed (U999 MID Span 1 under Snow loading Total Load Defl (in) 0.016 0.196 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 Kitchen Mstr BR window headers 3 1/2" x 9 1/4" 1 6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number. 7004012143 by Weyerha User 2 1/16/2009 7:54:58 AM Page 1 Engine Version: 6.30.14 PROJECT INFORMATION: Birchwood 1228 Peninsula Village Copyright 2007 by iLevel®, Federal Way WA. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4' 6' LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 9' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1 15) 259.0 176.0 0 To 4' 6' Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 1393/656 0/ 2049 By Others None 2 Stud wall 3.50' 1.50' 1393 656 0 2049 By Others None Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (lbs) 1897 1081 4468 Passed (24 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 1976 1976 5022 Passed (39 MID Span 1 under Snow loading Live Load Defl (in) 0.011 0.139 Passed (L/999 MID Span 1 under Snow loading Total Load Defl (in) 0.017 0.208 Passed (U999 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' 6' 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 by Weyerha 3 1/2" x 11 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number 7004012143 User2 1/16/2009 7:57:07 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 Member Slope: 0t12 Roof Slope0t12 All dimensions are horizontal. CONTROLS FOR THE APPLICATION AND LOADS LISTED a LOADS: Analysis is for a Drop Beam Member Tributary Load Width. 4' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17 0 Dead Porch Roof Beam 16' SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 867 664 0 1531 By Others None 2 Stud wall 3.50' 1.50' 867/664/0/ 1531 By Others None PROJECT INFORMATION: Birchwood 1228 A Peninsula Village Copyright 2007 by iLevel Federal Way WA. Mh Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (Ibs) 1499 1296 5434 Passed (24 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 5871 5871 6806 Passed (86 MID Span 1 under Snow loading Live Load Defl (in) 0.221 0.522 Passed (L/851) MID Span 1 under Snow loading Total Load Defl (in) 0.390 0.783 Passed (U482) 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 16' 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 Toads 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 \Birchwood porch roof beam.sms by Weyerha 3 1/2" x 9 1/4" 1 7E Solid Sawn Douglas Fir #1 TJ -Beam® 6.30 Serial Number. 7004012143 User2 1/16/2009 7:58:16 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 PROJECT INFORMATION: Birchwood 1228 Peninsula Village Copyright 2007 by iLevel Federal Way WA. CONTROLS FOR THE APPLICATION AND LOADS LISTED 11 LR DR Beam 6 9' LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 9' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1 15) 284.0 193.0 0 To 6' 9' Adds To Uniform(plf) Floor(1 00) 0.0 80.0 0 To 6' 9' Adds To SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 2.34' 2174 1312 0 3485 By Others None 2 Stud wall 3.50' 2.34' 2174 1312 0 3485 By Others None Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 3313 2388 4468 Passed (53 Lt. end Span 1 under Snow loading Moment (Ft -Lbs) 5315 5315 5740 Passed (93 MID Span 1 under Snow loading Live Load Defl (in) 0.063 0.214 Passed (U999 MID Span 1 under Snow loading Total Load Defl (in) 0.100 0.321 Passed (L1767) 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 6' 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. 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 Toads, 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 \birchwood LR -DR hdr sms by Weyerha 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number 7004012143 User2 1/16/20097:59:59AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0t12 Roof Slope0/12 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 2' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Shear (lbs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Input Bearing Width Length 3.50' 1.50' 3.50' 1.50' DESIGN CONTROLS. Maximum 445 936 PROJECT INFORMATION: Birchwood 1228 Peninsula Village Vertical Reactions (Ibs) Detail Live /Dead /Uplift/Total 255/207/0 /462 255/207/0/462 Design 350 936 0.018 0.032 Copyright 0 2007 by iLevel Federal Way WA. Control 4468 5022 0.281 0.421 Garage Door Header Result Passed (8 Passed (19 Passed (U999 Passed (U999+) 8' 9' Other By Others None By Others None ilh 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 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 by Weyerha TJ- Beam 6.30 Serial Number 7004012143 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED User 2 1/16/2009 8:01:25 AM Page 1 Engine Version: 6.30.14 Type Class Point(lbs) Floor(1 00) SUPPORTS: 1 Stud wall 2 Stud wall Shear (lbs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Input Bearing Width Length 3.50' 3.67' 3.50' 2.98' DESIGN CONTROLS: Maximum 4728 7918 PROJECT INFORMATION: Birchwood 1228 Peninsula Village 3 1/8" x 9" Glulam (24F V4 DF) 0 Design Control Result 3949 4500 Passed (88 7918 8437 Passed (94 0.084 0.189 Passed (L/810) 0.121 0.283 Passed (L/562) Floor Beam 4 6 Live Dead Location Application Comment 2174 1312 2' 3' Vertical Reactions (Ibs) Detail Other Live /Dead /U p I ift/Tota l 3415 1462 0 4877 By Others None 2839 1115 /0/3954 By Others None El LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 17' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Vertical Loads: Location Lt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Product Diagram is Conceptual. Bearing length requirement exceeds input at support(s) 1 Supplemental hardware is required to satisfy bearing requirements. Deflection Criteria: STANDARD(LL.U360,TL:L/240). Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 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 current 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 PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions ©olypen.com Copyright 2007 by iLevel Federal Way WA. TJ -Beam® is a registered trademark of iLevel® C \Documents and Settings \KATE WADDELL \Desktop \Drafting Solutions \Peninsula Village 08- 034 \birchwood main flr girdr sms by Weyerha TJ -Beam® 6.30 Serial Number 7004012143 User2 1/16/20098:02:46 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED PROJECT INFORMATION: Birchwood 1228 Peninsula Village Copyright 0 2007 by iLevel Federal Way WA. TJ -Beam® is a registered trademark of iLevel Floor Girder at Stairs 3 1/8" x 9" Glulam (24F V4 DF) 0 1 7 3" SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 2.29' 2320 721 0 3041 By Others None 2 Stud wall 3.50' 2.29' 2320 721 0 3041 By Others None Ell LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 16' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (lbs) 2901 -2167 4500 Passed (48 Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 5016 5016 8437 Passed (59 MID Span 1 under Floor loading Live Load Defl (in) 0.096 0.231 Passed (U861) MID Span 1 under Floor loading Total Load Defl (in) 0.126 0.346 Passed (L/657) 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' 3' 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 current 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 PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417 -5615 draftingsolutions@olypen.com Member Slope: 012 Roof Slope0M2 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member Tributary Load Width: 16' 4' Primary Load Group Snow (psf): 25.0 Live at 115 duration, 17.0 Dead PROJECT INFORMATION: Birchwood 1228' Peninsula Village Copyright 0 2007 by iLevel Federal Way WA. Lower floor headers by Weyerha 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number 7004012143 User2 1/16/20097:5144AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 3 d— 3 —6 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 715/499/0/ 1214 By Others None 2 Stud wall 3.50' 1.50' 715 /499 /0/1214 By Others None Product Diagram is Conceptual. DESIGN CONTROLS. Maximum Design Control Result Location Shear (Ibs) 1098 477 4468 Passed (11 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 870 870 5022 Passed (17 MID Span 1 under Snow loading Live Load Defl (in) 0.003 0.106 Passed (L/999 MID Span 1 under Snow loading Total Load Defl (in) 0.004 0.158 Passed (U999 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 3' 6' 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