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Home My WebLink About2002 Village Cir - BuildingPREPARED 5/12/10 8 26 29 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/12/10 ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBA ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/16/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/16/09 AP September 15 2009 4 58 07 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 51 56 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL3 01 10/26/09 JLL BLDG FRAMING 10/26/09 AP October 26 2009 9 13 01 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 17 PM jlierly BL9 01 1 /11 /10 JLL BLDG SHEARWALL 1/11/10 AP January 11 2010 8 20 49 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL NAILING January 11 2010 4 13 07 PM jlierly BAIR 01 2/03/10 PB BLDG AIR SEAL 2/04/10 AP February 2 2010 3 18 20 PM 1pangrle BRUCE 912 0079 AIRSEAL February 4 2010 8 47 37 AM pbarthol BL3 02 2/03/10 PB BLDG FRAMING 2/04/10 AP February 2 2010 3 18 33 PM 1pangrle BRUCE 912 0079 FRAMING February 4 2010 8 47 37 AM pbarthol BLWS 01 2/12/10 JLL BLDG INSULATION WALL /FLOOR 2/12/10 AP February 11 2010 9 09 11 AM permits February 12 2010 4 43 56 PM jlierly BLDR 01 2/26/10 JLL BLDG DRYWALL IBWP 2/26/10 AP February 25 2010 4 49 39 PM 1pangrle BRUCE 912 0079 INTERIOR SHEARWALL DRYWALL February 26 2010 2 50 47 PM jlierly PUBLIC WORKS FINAL May 6 2010 1 35 48 PM rvess May 6 2010 1 44 06 PM rvess BL99 01 5/12/10 Q,LL/ BLDG FINAL TIME 01 00 May 12 2010 8 18 42 AM 1pangrle PW99 01 5/06/10 RV 5/06/10 AP CONTINUED ONTO NEXT PAGE PREPARED 5/12/10 8 26 29 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/12/10 ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 5/12/10 PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BRUCE 912 0079 BUILDING FINAL AFTERNOON Q PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS MECHANICAL FINAL TIME 01 00 May 12 2010 8 19 00 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 10 AM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE AFTERNOON October 1 2009 4 23 13 PM jlierly PL2 01 1/26/10 JLL PLUMBING ROUGH IN TIME 01 00 1/26/10 AP January 26 2010 8 42 54 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING AFTERNOON January 26 2010 4 09 05 PM jlierly ff) PLUMBING PL99 01 5/12/10 FINAL TIME 01 00 May 12 2010 8 19 23 AM 1pangrle BRUCE 912 0079 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 2/26/10 10 37 02 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/26/10 ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/16/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/16/09 AP September 15 2009 4 58 07 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 51 56 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL3 01 10/26/09 JLL BLDG FRAMING 10/26/09 AP October 26 2009 9 13 01 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 17 PM jlierly BL9 01 1/11/10 JLL BLDG SHEARWALL 1 /11 /10 AP January 11 2010 8 20 49 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL NAILING January 11 2010 4 13 07 PM jlierly BAIR 01 2/03/10 PB BLDG AIR SEAL 2/04/10 AP February 2 2010 3 18 20 PM 1pangrle BRUCE 912 0079 AIRSEAL February 4 2010 8 47 37 AM pbarthol BL3 02 2/03/10 PB BLDG FRAMING 2/04/10 AP February 2 2010 3 18 33 PM 1pangrle BRUCE 912 0079 FRAMING February 4 2010 8 47 37 AM pbarthol BLWS 01 2/12/10 JLL BLDG INSULATION WALL /FLOOR 2/12/10 AP February 11 2010 9 09 11 AM permits February 12 2010 4 43 56 PM jlierly BLDR 01 2/26/10 JLL BLDG DRYWALL IBWP A February 25 2010 4 49 39 PM 1pangrle BRUCE 912 0079 INTERIOR SHEARWALL DRYWALL COMMENTS AND NOTES PREPARED 2/12/10 8 46 23 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/12/10 ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/16/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/ 6/09 AP September 15 2009 4 58 07 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 51 56 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL3 01 10/26/09 JLL BLDG FRAMING 10/26/09 AP October 26 2009 9 13 01 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 7 PM jlierly BL9 01 1/1 /10 JLL BLDG SHEARWALL 1/1 0 AP January 11 2010 8 20 49 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL NAILING January 11 2010 4 13 07 PM jlierly BAIR 01 2/03/ 0 PB BLDG AIR SEAL 2/04/10 AP February 2 2010 3 18 20 PM 1pangrle BRUCE 912 0079 AIRSEAL February 4 2010 8 47 37 AM pbarthol BL3 02 2/03/10 PH BLDG FRAMING 2/04/10 AP February 2 2010 3 18 33 PM 1pangrle BRUCE 912 0079 FRAMING February 4 2010 8 47 37 AM pbarthol BLWS 01 2/ /10 JLL BLDG INSULATION WALL /FLOOR n� February 11 2010 9 09 11 AM permits COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc INSTALL A FIRE SPRINKLER SYSTEM Owner ANGELA STRATFORD 202 E LAURIDSEN BLVD PORT ANGELES WA 98362 Structure Information 000 000 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Special Notes and Comments A full acceptance test will sprinkler system Fee summary Charged Permit Fee Total 00 Plan Check Total 00 Grand Total 00 be CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5'h Street, Port Angeles, WA 98362 10 00000114 338994 2002 VILLAGE CIR 06 30 13 5 7 0280 0000 ANGELA STRATFORD FIRE SPRINKLER SYSTEM PLANNED RESDNTL DEVLPMENT 2000 Contractor FIRE SPRINKLER RESIDENTIAL FIRE SPRINKLER SYSTEM 160408 00 Plan Check Fee 2/08/10 Valuation 8/07/10 required for the fire 00 00 00 00 00 00 Date 2/08/10 INNOVATED FIRE SPRINKLERS 81 NEW HAVEN LANE PORT ANGELES (360) 452 7583 INSTALL A FIRE SPRINKLER SYSTEM Paid Credited Due WA 98362 00 00 00 00 2000 6via. -e4 5 -3 -1 a 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 th provisions of any state or local law regulating the work specified in the permit. 1. Signature of Contractor or authorized Agent Date Signature of Owner (if Owner is builder) Date FIRE PERMIT INSPECTION RECORD Call 360- 417 -4655 for fire inspections Please provide a minimum 24 -hour notice It is unlawful to cover, insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. Inspection Type I Date Passed I Comments FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final I 3 (N 'k .D .D FIRE ALARM Rough -in inspection Alarm final LP -GAS Completed by Contractor Underground piping inspection /pressure test Test #1 Above ground piping inspection/pressure test Piping pressure test Tank (container) inspection Time initiated Test #2 Appliance inspection 1 Piping pressure test Time initiated LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE 2/15/00 psi psi O BUILDING PERMIT APPLICATION Fill out COMPLETELS and in IJrK.' our application and site plan MUST BE COMPLETE to be accepted for review if you have and questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 FOR OFFICIAL USE ONL\ Date Rec. 1 1— 1/17 Pennit 10 (14 teat Approved. Date Issued: Applicant or Atent. VI o V -e 6-Q d l Q l Phone: 9 7S c 3 l Owner 1,l a' e, Lo, S �,S.J 4G `ra Phone. Address 7- E LQ.Ui"i ci,Se'k AWN. City I 01 4 A Zip 6 /ea Architect/Entineer ITQU -Si 4L.,-4 1 cp.,- ,,k4- U'- Ci 't Phone: Contractor //V/v D P 11 State License #://VA/6?/ j p ehei /e) Phone. /S2 75j Y Address:8 IBC`. tJe Li..., Cit 4 /`th -P 4 yes. Zip 9 ,9,j 6 2— 1) 1 PROJECT ADDRESS 2- 0 0 2. V i i Gt. c Q C-i vG 1Q ZONING LEGAL DESCRIPTION Lot. 2- 6 Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. TYPE OF WORK. SWE/VkLUATION Residential "IKNew Constr Re -roof Stove SF /SF Multi- family Addition Move Garage SF /SF 0 Commercial Remodel Demohtion Deck SF /SF Repair Sign Other TOTAL VALUATION ZOOM 0 BRIEF DESCRIPTION OF THE PROJECT i -s- V ,'c,, t1 ..ap-v'i --c k /.e,, z e Vey COMMERCIAL/RESIDENTIAL. Occupancy Group: No. of Stones: Lot Size: Existing Sq. Ft. Total lot coverage PLANNING USE ONLY ESA/Wetland(s) 0 Yes 0 No SEPA Checklist required? ri Yes No 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 If no permit is issued withm 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon wntten request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No apphcation can be extended more than once. I hereby certify that 1 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 work. TAFORMS\BIdgPermitformwnd Applicant: t4 y Q- Date: Z Occupant Load. Construction Type: Proposed Sq. Ft TOTAL Sq Ft APPROVALS. PLAN BLDG. DPWU- FIRE. OTHER. PREPARED 2/03/10 8 30 59 INSPECTION T CKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/16/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/16/09 AP September 15 2009 4 58 07 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 51 56 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol 3L3 01 10/26/09 JLL BLDG FRAMING 10/26/09 AP October 26 2009 9 3 01 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 7 PM jlierly BL9 0 1/ 1/ 0 JLL BLDG SHEARWALL 1 /11 /10 AP January 11 2010 8 20 49 AM 1pangrle BRUCE 912 0079 EXTERIOR SHEARWALL NAILING January 11 2010 4 13 07 PM jlierly BAIR 01 2/C /10 J L L BLDG AIR SEAL February 2 2010 3 8 20 PM 1pangrle _1! i BRUCE 912 0079 AIRSEAL BL3 02 2/ 3/10 JLL BLDG FRAMING 3 February 2 2010 3 18 33 PM 1pangrle BRUCE 912 0079 FRAMING COMMENTS AND NOTES 511, 9 1704 C G u 5,s r PAGE 3 DATE 2/03/10 77 6 BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Job Located at t`` Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction C i;f5 m-5 Lgf_i9 J These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call for inspection Date Inspector for Building Division DO NOT REMOVE THIS TAG PREPARED 1/26/10 8 45 34 INSPECTION TICKET PAGE CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/26/1 ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 10/01/09 'LL PLUMBING WATER SUPPLY TIME 01 00 10/01/09 AP October 1 2009 7 59 10 AM 1pangrle BRUCE 912 0079 WATER SUPPLY LINE METER TO HOUSE AFTERNOON October 1 2009 4 23 13 PM jlierly PL2 01 1/26/10 I1 PLUMBING ROUGH IN TIME 01 00 January 26 2010 8 42 54 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING AFTERNOON COMMENTS AND NOTES 6 PREPARED 1/11/10 8 24 09 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/1 /10 ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/16/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/16/09 AP September 15 2009 4 58 07 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 51 56 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL3 01 10/26/D9 JLL BLDG FRAMING 10/26/09 AP October 26 2009 9 13 01 AM 1pangrle BRUCE 912 0079 SUBFLOOR FRAMING October 26 2009 4 08 17 PM jlierly BL9 01 1 /11 /10 BLDG SHEARWALL January 11 2010 8 20 49 AM 1pangrle v BRUCE 912 0079 EXTERIOR SHEARWALL NAILING COMMENTS AND NOTES Clallam County Assessor Treasurer Property Details 66760 ANGELA STRATFOR. Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 66760 ANGELA STRATFORD for Year 2009 2010 Property Account Property ID 66760 Legal Description PENINSULA VILLAGE V15 P6 LOT 28 11A Geographic ID 0630135702800000 Agent Code. Type Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Use Code 97 Open Space N DFL N Historic Property N Remodel Property' N c \1 12— Multi- Family Redevelopment: N ;re- Location Address. 2002 VILLAGE CIR Mapsco r PORT ANGELES WA 98362 '�j r�� Neighborhood: Cycle 5 Res Map ID v Neighborhood CD* 10955130 'L o' Owner Name ANGELA STRATFORD Owner ID 194279 Mailing Address. 202 E LAURIDSEN BLVD Ownership 100 0000000000% PORT ANGELES WA 98362 Taxes and Assessments Due Property Tax Information as of 12/10/2009 Amount Due if Paid on. M. Exemptions. First Second Half Half Statement Base 'Base Base Amount Year ID Taxing Jurisdiction Due Due Penalty Interest Paid Due 2009 667602008 ST SCH STATE SCHOOL $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667602008 CC -GEN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667602008 PORT PORT $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667602008 PORT ANG PORT ANGELES $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667602008 SD #121 SCHOOL DISTRICT #121 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667602008 NTH OLY LIB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667602008 HOSP #2 HOSPITAL #2 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667602008 FIRE_PATROL FIRE PATROL $17 90 $0 00 $0 00 $0 00 $17 90 $0 00 2009 667602008 WEED_CONTROL WEED CONTROL $1 63 $0 00 $0 00 $0 00 -$1 63 $0 00 2009 667602008 TOTAL. $19.53 $0.00 $0.00 $0.00 $19.53 $0.00 2008 667602007 ST SCH STATE SCHOOL $70 39 $70 38 $0 00 $0 00 $140 77 $0 00 2008 667602007 CC -GEN COUNTY $34 06 $34 05 $0 00 $0 00 $68 11 $0 00 2008 667602007 PORT PORT $4 98 $4 97 $0 00 $0 00 $9 95 $0 00 2008 667602007 PORT ANG PORT ANGELES $73 35 $73 33 $0 00 $0 00 $146 68 $0 00 2008 667602007 SD #121 SCHOOL DISTRICT #121 $82 10 $82 09 $0 00 $0 00 $164 19 $0 00 2008 667602007 NTH OLY LIB NORTH OLYMPIC LIBRARY $9 90 $9 89 $0 00 $0 00 $19 79 $0 00 2008 667602007 HOSP #2 HOSPITAL #2 .$3 38 $3 38 $0 00 $0 00 $6 76 $0 00 2008 6676020u7 FIRE_PATROL FIRE PATROL $8 95 $8 95 $0 00 $0 C 3 $17 90 $0 00 2008 667602007 WEED_CONTROL WEED CONTROL $0 82 $0 81 $0 00 $0 00 $1 63 00 http. /vpn Clallam net 8084 /propertyaccess /Prope ty aspx ?c 1 =0 &year= 2009 &prop_id =6 12/1n/2009 PREPARED 10/26/09 9 32 48 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/26/09 ADDRESS 2002 VILLAGE CIA SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/16/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/16/09 AP September 15 2009 4 58 07 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 51 56 PM 1pangrle PAT B STEMWALL September 25 2009 9 19 51 AM pbarthol BL3 01 10 /26/09 L1j BLDG FRAMING October 26 2009 9 13 01 AM 1pangrle OR` 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 1564 sqft new home Owner OLYMPIC VIEW PARTNERS LLC 113 SOUTH VALLEY STREET PORT ANGELES WA 98362 (360) 417 1110 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date 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 NEW RESIDENTIAL 154492 113 75 10/02/09 3/31/10 Charged 113 75 00 113 75 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 09 00001015 049115 2002 VILLAGE CIR 06 30 13 5 7 0280 0000 ELECTRICAL ONLY PLANNED RESDNTL DEVLPMENT 0 113 75 00 113 75 Contractor 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 Paid Credited 00 00 00 DATE RESULTS 1 11 /to 0 1 2 o kf 00 0 Extension 86 25 27 50 Due 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. D -YAP OCT -1 -2009 09 37A FROM OLYMPIC WIRING (360)692 -3680 TO 13604174711 P .-2 Lai 2 S RECEIVED 4" p Fog. City of Port Angeles Permit Application Budding DlvisionlElectrlcal inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417.4735 Fax: (360)417.4711 Date: /0 ®f -0 q v 2 Single Family Dwelling Multi Family or Commercial' Commercial Addition 1 Alteration Remodel Repair* Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 2002- t et C cI,ea Building Square Footage: Description of above Owner Information Contractor Information Name: .5 tol T Iv rzl Name: (1 L Y1f7 c.. wilt i Ai t Sits c. Mailing Address: a -Foie. Mailing Address: 7401 Pro vo s r 1 City' State: Zip: City; _st lu e.- k State: _Zip: 1833 3 Phone' Fax: Phone: 3LD b92 -o .SW Fax, bq z 3ygo License Exp. License 1 Exp. o Unit Charge 93.75 $113.75 $160.00 $205.00 $291.25 2.00 57.50 2.00 72.50 86.25 $116.25 $131.25 75.00 69.00 75.00 50.00 50.00 93.75 80.00 86.25 27.50 57.50 86.25 43.75 Qty OCT 1 2009 ELECTRICAL INSPECTIONS I SO •9 1' (i (e 4,4 r Total (Qty Multiplied by Unit Charaej 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 51(VA System or Less fl G 2-I First 1300 Square Ft. 71.1 Each Additional 500 Square FI. or Portion at Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat 1 131/5 Total Owner as defined by RCW.19,28.201: (1) Owner will occupy the structure for two years after this electricce! permit is finalized (2) Owner is required fo irlro an electrical contactor if above said property is tussle, 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 compilance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 298.468, The City of Port Angeles Municipal Code, and Utility Specifications. Signature of owner, electrical contractor or electrical administrator Cash 'El Check (7r/L_' 7 Date: IL' 0 Qk Credit Card if d.4& vPQ p a.7 e PREPARED 10/01/09 8 10 09 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/01/09 ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 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 October 1 2009 7 59 10 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 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/24/09 ADDRESS 2002 VILLAGE CIR SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/16/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 9/16/09 AP September 15 2009 4 58 07 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING September 16 2009 4 06 04 PM jlierly 20 ufr installed/j11 BL2 01 9/24/09 JLL BLDG FOUNDATION STEM WALL September 24 2009 2 51 56 PM 1pangrle //4 )"k PAT B STEMWALL COMMENTS AND NOTES PREPARED 9/16/09 8 17 19 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/16/09 ADDRESS 2002 VILLAGE CIA SUBDIV TENANT NBR ANGELA STRATFORD CONTRACTOR PHONE OWNER ANGELA STRATFORD PHONE PARCEL 06 30 13 5 7 0280 0000 APPL NUMBER 09 00000440 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/16/09 BLDG FOUNDATION FOOTING TIME 09 00 September 15 2009 4 58 07 PM 1pangrle BRUCE 912 0079 FOOTINGS MORNING COMMENTS AND NOTES Application Number 09 00000440 Date 8/07/09 Application pin number 585160 Property Address 2002 VILLAGE CIR ASSESSOR PARCEL NUMBER 06 30 13 5 7 0280 0000 Tenant nbr name ANGELA STRATFORD Application type description RES NEW SFR Subdivision Name Property Use Property Zoning PLANNED RESDNTL DEVLPMENT Application valuation 115612 Application desc 1 228 SF SFR 336 SF ATT GARAGE 96 SF CVRD PORCH Owner Contractor ANGELA STRATFORD 853 GASMAN RD PORT ANGELES T \Policies \1102 15 [10/08] WA 98363 Structure Information 000 000 1 228 SFR 336 ATT GAR 96 CVRD PORCH Other struct info TOTAL LOT COVERAGE 24 50 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 2 00 LOT SIZE 5004 00 PROPOSED LOT COVERAGE 1222 00 TOTAL LOT COVERAGE 1222 00 NUMBER OF UNITS 1 00 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4 DROP IN METER Permit pin number 147561 Permit Fee 355 00 Plan Check Fee 00 Issue Date 8/07/09 Valuation 115612 Expiration Date 2/03/10 Qty Unit Charge Per BASE FEE Permit PUBLIC WORKS STORMWATER Additional desc STORM DRAINAGE CONNECTION Permit pin number 147629 Permit Fee 135 00 Plan Check Fee 00 Issue Date 8/07/09 Valuation 115612 Expiration Date 2/03/10 Permit Additional desc Permit pin number Permit Fee OWNER Qty Unit Charge Per 1 00 135 0000 EA SAN SEW STM CON OTHER SANITARY SEWER HOOK UP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Extension 355 00 Extension 135 00 147603 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 rl Sig iature of Contractor Vquthorized Agent bate 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 KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies \1102 15 [10/08] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE I ACCEPTED I YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING I I I I I I I I I I I Application Number 09 00000440 Application pin number 585160 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 36 49 PM sroberds The site plan identifies only an 18 driveway A 20 driveway is required to ensure no encroachment onto sidewalk area June 18 2009 1 40 15 PM sroberds The proposal will result in a new 2 story sfr w /attached garage in the Peninsula Village PRD for total lot coverage of 25% and site coverage of 30$ The driveway depth is okay for a private road but would need to be 20 if public No land use issues as presented Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required When roof gutters are installed drains will be 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 May 26 2009 8 24 10 AM rbecker You need to install a double check backflow assembly on your fire system if you have a closed fire system If you have an open fire system you do not need a backflow assembly If you have any questions contact Ron Becker at (360)417 4886 or fax me at rbecker@cityofpa us Other Fees CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES WA 98362 RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Fee summary Charged Paid Credited Due Page 2 Date 8/07/09 115612 Extension 135 00 713 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 clays after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T' \Policies\ l 102 15 10/081 CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK I CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \Policies \1102 15 [10/08] RESIDENTIAL PERMIT INSPECTION RECORD YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED I YES 1 NO 1 I I I I I I I I CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING Application Number Application pin number 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 3 09 00000440 Date 8/07/09 585160 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 violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies \I 102 15 [10 /08] CALL 417 -4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \Policies\1102 15 [10/08] RESIDENTIAL FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I PERMIT INSPECTION RECORD YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING I I I I I I I 1 1 1 1 I CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 09 00000440 Date 8/07/09 Application pin number 585160 Property Address 2002 VILLAGE CIR ASSESSOR PARCEL NUMBER 06 30 13 5 7 0280 0000 Tenant nbr name ANGELA STRATFORD Application type description RES NEW SFR Subdivision Name Property Use Property Zoning PLANNED RESDNTL DEVLPMENT Application valuation 115612 Application desc 1 228 SF SFR 336 SF ATT GARAGE 96 SF CVRD PORCH Owner Contractor ANGELA STRATFORD OWNER 0 E u i d seh f3'v PORT ANGELES WA '�,.1, Q a3�2 Structure Information 000 000 1 228 SFR, 336 ATT GAR 96 CVRD PORCH Other struct info TOTAL 1 LOT COVERAGE 24 50 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 2 00 LOT SIZE 5004 00 PROPOSED LOT COVERAGE 1222 00 TOTAL LOT COVERAGE 1222 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 1 228 SF SFR 336 ATT GAR Permit pin number 145904 Permit Fee 1109 85 Plan Check Fee Issue Date 8/07/09 Valuation Expiration Date 2/03/10 Qty Unit Charge Per BASE FEE 16 00 5 6000 THOU BL -100 001 500K (5 60 PER K) Permit MECHANICAL PERMIT Additional desc Permit pin number 145912 Permit Fee 222 85 Plan Check Fee 00 Issue Date 8/07/09 Valuation 0 Expiration Date 2/03/10 Qty Unit Charge Per Extension BASE FEE 50 00 4 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 29 00 1 00 10 6500 EA ME STOVE /FIREPLACE /MISC APP 10 65 9 00 14 8000 EA ME HEATER(SUSP /WALL /FLOOR MTD) 133 20 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned 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 w regulating construction or the performance of construction. (n61,-ed T:FormsBuilding Division/Building Permit 360 70 115612 Extension 1020 25 89 60 827/C? 6iede eC0p,3 Date Print Name Signature of Contractor or Alt .rized Agent Signature of Owner (if owner is builder) 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 FOUNDATION. Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Accepted By Comments FINAL Date FINAL Date Accepted by Accepted by Date Accepted By Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 I Building 417 -4815 T.Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 09 00000440 Date 8/07/09 Application pin number 585160 Permit PLUMBING PERMIT Additional desc Permit pin number 145920 Permit Fee 142 00 Plan Check Fee 00 Issue Date 8/07/09 Valuation 0 Expiration Date 2/03/10 Qty Unit Charge Per BASE FEE 9 00 7 0000 EA PL- PLUMBING TRAP 1 00 7 0000 EA PL -WATER LINE 1 00 15 0000 EA PL -SEWER LINE 1 00 7 0000 EA PL -WATER HEATER' 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 36 49 PM sroberds The site plan identifies only an 18 driveway A 20 driveway is required to ensure no encroachment onto sidewalk area June 18 2009 1 40 15 PM sroberds The proposal will result in a new 2 story sfr w /attached garage in the Peninsula Village PRD for total lot coverage of 25% and site coverage of 30% The driveway depth is okay for a private road but would need to be 20 if public No land use issues as presented Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required When roof gutters are installed drains will be 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 May 26 2009 8 24 10 AM rbecker You need to install a double check backflow assembly on your fire system if you have a closed fire system If you have an open fire system you do not need a backflow assembly Extension 50 00 63 00 7 00 15 00 7 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:FortnsBuilding Division/Building Permit IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. 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 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 1 FINAL Date Accepted by FINAL Date Accepted by Date Accepted 13y Application Number Application pin number Special Notes and Comments If you have any questions contact Ron Becker at (360)417 4886 or fax me at rbecker @cityofpa us Other Fees Fee summary T:FormsBuilding DivisionBuilding Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 09 00000440 585160 Page 3 Date 8/07/09 RES UNDERGRND SERVICE FEE 713 00 SEWER SYSTEM DELV CHARGE 1510 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1510 00 Charged Paid Credited Due Permit Fee Total 1474 70 1474 70 00 00 Plan Check Total 360 70 360 70 00 00 Other Fee Total 3737 50 3737 50 00 00 Grand Total 5572 90 5572 90 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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 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 I Shear Wall) Hold Downs Wa i TRoof Ceiling lYrywall (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 PLANNING DEPT Separate Permit #s Parking Lighting Landscaping T.Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD Date q -z4 -o 1n -I -D9 L IQ 1 6 -ZG, D4 1- 11 -1 IZ- to ILA-- Inspection Type Electrical Construction R.W PW Engineering Fire Planning Building Accepted By Comments 3LL L.-I- 5 L t- 2-b VF/2 lins+4 (Q4 FINAL Date 5 -12J 10 Accepted by 'T 'L at 2 to ryzivvtini FINAL Date 5 -11 1 oAccepted by T SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 5 -12 -)o LL_. Date Accepted By "1 0 C2 Addh40%!:S4 OLYMPIC PENINSULA T i t l e C o m p a n y NO. S76 CLALLAM COUNTY TRANSACTION EXCISE TAX DA'T'E PAID JUL 31 20 AMOUNT 5'5; C'C c COUNTY TREASUMil 2 R. File Number 010 9 3 5 4 5 ds LPB 10 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 ANGELA STRATFORD, A SINGLE WOMAN the following described real estate, situated in the County of CLALLAM State of Washington. LOT 28, 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 28 PENINSULA VILLAGE V15 P6 Tax Parcel Numberis) 063013 5 7 0 2 8 0 Dated July 30 2009 State of WASHINGTON County of CLALLAM I certify that I know or have satisfactory evidence that PAMELA J. TTFT7 (is /are) the person(s) who appeared before me, and said person(s) acknowledged that she signed this instrument, s on oath stated that authorized to execute the instrument and acknowledge it as the EXECUTIVE DIRECTOR of HOUSI.bGk AUTHORITY OF THE COUNTY OF CLALLAM to bele f ''i 'f <And voluntary act of such party(ies) for the uses `ps`e,`tmentioned in this instrument Dated rJtfLY 30 .20 ss 2009 1241003 Warran De ®d Pa e 1 of 2 oyympic Peninsula Title Company Claflam County Washington 0713112009 04 14 03 PM ■111 r L4 il#1 t+� II Wet IA NV U 111 ING RUTH OF CO PELA J TI xecu iv r OF CLALLAM Notary na e printed or typed DAWN L SHIDELER ry Public in and for the State of WASHINGTON Residing at: PORT ANGELES My Appointment Expires 4/9/2011 File Number 01093545ds LVVJ" I L`? I VVJ V I /J II LVVJ %J 1"1 VJ f Ivl PENINSULA TITLE COMPANY /HOUSING AUTHORITY EXHIBIT A L VI L VIQIIQI I I VVUI ILy vvr I V V LIABILITY FOR ASSESSMENTS AND /OR CHARGES IMPOSED BY PENINSULA VILLAGE LOT OWNER'S ASSOCIATION, WHICH THE GRANTEE HEREIN AGREE: TO ASSUME AND PAY ACCORDING TO ITS TERMS AND CONDITIONS ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENT' OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE RECORDED PLAT OF PENINSULA VILLAGE EASEMENT RECORDED UNDER CLALLAM COUNTY RECORDING NO 239779 EASEMENT DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO 241639 AND US DISTRICT COURT CAUSE NO 8258 COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY DOCUMENT RECORDED ON MARCH 10 2009, UNDER CLALLAM COUNTY RECORDING NO 2009 1233580, INCLUDING, BUT NOT LIMITED TO, LIABILITY FOR ASSESSMENTS LEVIED BY THE COMMUNITY ASSOCIATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER CLALLAM COUNTY RECORDING NO 2006 1174931 ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY SURVEY RECORDED UNDER CLALLAM COUNTY RECORDING NO 2009- 1239532 A CEPTED G; A STRATPORD City of Port Angeles Building Division 321E 5 St. Port Angeles, WA 98362 a r RESIDENTIAL PLAN REVIEW GUIDELINES 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 enaineerinq 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 Guidelines (Rev 03- 18 -09) Page 1 of 8 LIFE SAFETY MISC ITEMS 8 Sleeping rooms must have an egress window with 5 7 s f net clear opening 24 min height, 20" min. width 44 maximum from floor to window sill Windows must meet all 4 dimensions R310 1 9 Safety or tempered glass shall be used in windows that are (R308 4) Adjacent to a door (24" arc of either edge of the door in a closed position) That are closer than 18' to floor (AND individual pane is more than 9 s f top edge more than 36" a.f f and walking surface within 36' horizontally of the window in question) Walls enclosing a tub or shower (AND within 60" of the drain or within 60' of walking surface) R308 4 Adjacent to stairways landings and ramps within 36' horizontally of a walking surface (AND less than 60' a f f of the walking surface) Adjacent to stairways within 60' of the bottom tread of the stair in any direction (AND less than 60" aff) 10 Under -stair areas that are enclosed and accessible must be sheetrocked 1/2' GWB on walls and underside of the stairway R311 2 2 11 Stairways shall have 10' min tread and 7 3/4" max. rise R311 5 12. Provide 36" high guards (with 4 max. spacing on rails) at porches balconies and raised floor surfaces more than 30" above adjacent ground or floor R312 1 13 Smoke detectors required at all bedrooms hallway or room adjacent to bedrooms and at any ceilings that are more than 24" above adjacent ceiling All smoke detectors interconnected and hardwired with battery back -up R313 1 14 Garage /house separation wall is 1/2 GWB door must be 20 min rated or 1 3/8" solid -core If living space above use 5/8' GWB Type 'X. at the ceiling AND 1/2' GWB at walls that support the floor above Ducts in garage must be 26 -gage sheet steel and have no openings in the garage R309 15 Exterior stairways must have a light located near the top landing of the stairway switched from inside (or have motion activation device) R303 6 16 Minimum room areas must be provided (120 s f min in at least one room 70 s f min all other habitable rooms 7 foot min dimension in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided (7 foot min with some exceptions) R305 1 FOOTINGS, FOUNDATIONS, AND CRAWL SPACES 18 All footings including exterior isolated pad footings must have a 24 (min) depth from the bottom of the footing to finished grade R403 1 4 1 19 All footings shall be supported on undisturbed natural soils or engineered fill Any placement of fill material that will support a structure will require a geotechnical investigation and report submitted to the City prior to placement of footings R401 2 R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall 6' in the first TEN feet around the perimeter of the structure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that exceeds (1) unit vertical in (10) units horizontal Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation R403 1 5 T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 2 of 8 22. Wood sill plates of all exterior walls interior bearing walls (slab -on- grade) and interior shear walls (slab -on- grade) must be anchored to foundation or slab with '/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 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 Toad of wood framed floors shall be 18 "x 18" x 8' (min) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and /or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T Building /Handouts /Residen;iai Plan Review Guidelines Rev 03- 18 -09) Page 3 of 8 31 Access shall be provided to all under -floor spaces Access openings through the floor shall be a minimum of 18' x 24 Openings through a perimeter wall shall be a minimum of 16' x 24 R408 3 32. Under -floor spaces shall be ventilated by openings providing one (1) square foot of vent area per 150 square feet of crawl space area One such ventilating opening shall be within 3 feet of each corner of the building R408 2 33 A ground cover of 6 mil black polyethylene or approved equal shall be laid over the ground within crawl spaces The ground cover shall be overlapped 12" and extend to the foundation wall WSEC 502 1 6 7 34 The under -floor grade shall be cleaned of all vegetation and organic material All wood forms and construction debris shall be removed prior to final inspection R408 35 Thickened -slab footings must be 12' min total depth (top of conc. slab to bottom of footing 12" total) (Revised from 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 2nd level joists) must meet minimum live load of 40 psf .(general living areas) or 30 psf (sleeping rooms) together with dead load of materials used R301 5 and Table R301 5 39 Span of beams for 2nd level or other supporting elements must meet minimum live and dead load requirements R301 5 40 Wood posts in the crawl space shall have a connection to the concrete pier and a moisture barrier between the post and footing (or use pressure- treated posts) R319 R407 41 Solid -sawn floor joists shall be blocked at all bearing points Engineered floor joists shall be installed per manufacturer's specifications R502 7 42. Cutting drilling and notching of floor joists shall not exceed the limitations in Figure R502 8 43. Cutting drilling and notching of engineered I- joists shall be in accordance with the manufacturer's specifications R502 8 2 44 All concentrated point loads originating from roof or floor load shall be transferred to bearing footings or foundation walls Continuous support shall be provided by members that are equal in cross sectional area to the area of the 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 Build.ng /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 4 of 8 47 Sawn lumber floor joists shall have 1 (min) bearing and shall lap 3" min at intermediate girders Engineered I joists shall have 1 3/4 (min) bearing (or per manufacturer's specifications) 48 Floor joists that are parallel to bearing partitions shall be doubled Some heavier load cases will require girder beams or pony walls Bearing partitions perpendicular to floor joists shall not be offset from the supporting girder more than the depth of the joists unless the floor joists are of sufficient size to carry the load R502 4 49 Floor cantilever spans shall not exceed the depth of the nominal floor joists Floor cantilevers constructed in accordance with Table R502 3 3 (1) shall be permitted when supporting a light framed bearing wall and roof only R502 3 3 50 Block in between floor joists beneath all interior braced walls (for walls perpendicular to joists) or align floor joist with interior braced wall (see item #63 -T) WALL FRAMING 51 Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table R602.3 5 52. Non -load bearing stud heights shall be in accordance with Table R602 3 (5) 53 Studs shall be a minimum #3 grade standard grade or stud grade lumber R602 2 54 Where joists trusses or rafters are spaced more than 16" o c. and the bearing studs below are spaced at 24" o c such members shall bear within 5 of the studs below unless the top plates are double 2x6 or a third plate is added R602 3 3 55 Headers over windows and doors must meet minimum requirements for spans and imposed loads verify point loads over openings (from trusses or other conditions) and size headers accordingly Headers must be noted with size type and grade of lumber being used GENERAL NOTE STATING ALL HEADERS SHALL BE is acceptable 56 Interior bearing walls must have headers over openings and must be supported to a foundation 57 Top plate splices shall be offset a minimum of 24 inches R602 3 2 58. Fire blocking required at dropped ceilings soffits coved ceiling areas and every ten feet horizontally and vertically at framed walls R602 8 59 Port Angeles is in Seismic Zone D1 Wind zone of 100 MPH Category C (within 1500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design by a licensed engineer (R301 2 2.2.2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 /RC. 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 wails cannot be more than four (4) feet setback from the garage walls T Building /Ha'ldouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 5 cf 8 (see p 44 of the 2006 IRC) Rooms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses /rafters) B. The perimeter of all floor diaphragms and all roof diaphragms must be supported on, WALLS below If you have beams holding up any part of the perimeter of a floor or a roof then your proposed house is IRREGULAR The most common place you will find this problem is at large covered porches and patios where the roof is supported only by post and 'beams Such covered porches and patios also make the building IRREGULAR Related to this are areas of discontinuous diaphragms especially changes in plate line heights which also are considered as separate 'roofs and therefore make the building IRREGULAR C In any elevation of the exterior the braced walls from an upper level wall must NOT occur over a window or door In general this means that the windows of the upper story must align with the windows of the lower story There are some exceptions based on up- sizing the header in the window below (see 2006 IRC p 44 for details) D When an opening in a floor or roof (such as a balcony overlook area or a courtyard area) exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR. E. When portions of a floor level are vertically offset (such as a sunken room) then your proposed house is IRREGULAR This does not apply to a slab -on -grade floor F When braced wall lines do not occur in two perpendicular directions (such as portions of the house or garage at an angle to the rest of the building) then your proposed house is IRREGULAR G. If you have any portion of the above -grade walls that use masonry or concrete construction then your proposed house is IRREGULAR Stepped foundations that create a daylight basement situation are OK under this provision and do not make an irregular structure 60 THIS APPLIES TO ALL LATERAL BRACING (ITEMS 61 THRU 65) Add up all lengths of braced panels (4 foot braced panels 2' -8' alt braced panels and 24 or 16' portal frames COUNT as 48' of length each portal frame counts as a total of 48' of bracing length —not 2 times 48 along the wall in question The total length of braced walls must be at least 16% of the entire wall length AND the panels must occur at least every 25 feet along the wall For 1 story of 2 -story house 30% of the entire wall length must be braced walls Check this for all braced wall lines including INTERIOR WALLS and including the front wall of a garage if it is not part of another braced wall line (i e the garage sticks out in front of the house more than 4 feet) See also #65 T below for areas where MORE than 35 feet between wall lines is needed 61 Garage lateral bracing systems with no 2 floor above H. Portal Frame for Garages (16' side panels 8 foot max. high walls 20" side panels 10 foot max. high walls) Alternate Braced Walls— single -story condition (2' -8' min width X 10 foot max height) sheathed on one side (interior or exterior OK) with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) J Alternate Braced Walls —first floor of two -story condition (2' -8' min width X 10 foot max. height) sheathed on BOTH interior and exterior sides of wall with min 3/8' OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold down devices furthest studs (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3 -6' min length for 12 feet high) K. Front Garage Panels —no hold -downs required L. The exterior braced wall lines in a detached or attached garage cannot be more than 35 feet apart in either direction or interior braced walls must be provided 62. 1 Floor Conditions Four (4) foot solid walls at all corners and at every 25 feet along any braced wall line OR use one of the methods below M Portal Frame for a House (slab -on -grade floors ONLY) 16' min width for one -story structures 24 min width for first floor of 2 -story 1 B Jilding /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 gals 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 1 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 TO THESE PANELS! 65 Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 1 story of a 2 -story house) R602 10 1 1 Exception 1 and 2. U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior .Braced Walls are minimum 1/2" GWB both sides of wall for a minimum length of 48" use 5d nails or screws at 7' o c Sole plate of wall must be attached to thickened slab footing (see item #22 above) with 1/2" anchor bolt 6' -0" o c. or solid blocking (walls perpendicular to joists) or LINE UP JOIST with braced wall (walls parallel to joists) 66. The roof sheathing MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe nailed (for blocks that are top beveled) with 8d 6' o c For ventilation use not more than two (2) 2' diameter holes BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both engineered AND prescriptive bracing ROOF ATTIC 67 Truss drawings must show reactions of all girder trusses point loads onto headers must have headers sized accordingly point loads over 5000 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 M1307 3 1 74 Gas appliances located in a garage shall be raised 18" min above finish floor G2408 2 (305 3) 75 Ductwork that extends below grade (such as in the garage floor) shall be encased in 2" min concrete on all sides and bottom in addition to the R 10 insulation foam board 603 8 IMC 76 Dryer exhaust ducts shall not exceed 25 feet in length The maximum length of the duct shall be reduced 2 5 feet for each 45- degree bend and 5 "feet for each 90- degree bend Longer lengths in accordance with the manufacturer's listing will be allowed Screws shall not be used to connect any dryer duct materials M1501 3 77 Flex duct connections to sheet metal transition ducts shall have the inner sleeve taped with approved materials prior to securing the flex duct with a zip tie or similar fastener 304 IMC 78 Flex duct shall be supported every 4 feet and have no sag that exceeds 1 /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/ ID copper or cpvc material NO coil material shall be allowed per code and no reduction in the pipe shall reduce the ID of the material less than 3/ Pex type is a coil material and is not allowed for this application T Building /Handouts /Residential Plan Review Guidelines (Rev 03- 18 -09) Page 8 of 8 BUILDING PERMIT CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant iloos /n/G- ,quT1+o2, ry of eocmpley Property Owner f9n/& f.A s ro2o Ph Property Owner's Address Q46 P_ f/? c/,4. 8' Contractor ae. Ow Ij 4,3 Phone 7 43/ Contractor's Address ,r= rif P A_ 4 903 6.2 License Expires E -mail 2- 4-Ory PROJECT ADDRESS 2c2c, 2 V /J- LA- C.� RJ Si r-hwoocA t22 B Parcel Number Proiect Type Brief Description. residential Check all that apply Lew Construction L 045r1/l UCTt on/ o els DF,V e_ Addition Remodel Repair Demolition Re -roof Heat System Other Basement 1 Floor 2 Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other b 3 c. S 7c 2r° Lot o 2 S Zoning PR w 17H /9T77 -C Imp on! rHouse r arage other tear off re -roof lay over one layer Heat pump wood burning stove gas fireplace pellet stove other Floor Areas Existing (sq. ft.) Proposed (g. ft.) if .3 336 7'6 Total footprint of structures /t sq ft. Lot size Site Coverage the amount of impervious surface on a parcel including structures and other impervious surfaces (see PAMC 17 94 135 for exemptions) APPLICATION Print in ink For City Use Only Date Received -1 Permit O? c ate Approved 4 763/ 2— 4079 Brute Multi- family Commercial Industrial per sq ft 57 7` X30 3D z TOTAL VALUATION y sq ft. Lot coverage paved driveways sidewalks patios Site coverage 30 Max. height of proposed structures :3 ft. Occupancy group of bedrooms 3 Will a lawn sprinkler system be installed? No Occupant load of full baths 2 Will a fire sprinkler system be installed? /ES Construction type of half baths o I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my. res Y r0 onsibility to determine what permits are required and to obtain permits prior to working on p rojects Date Sk) Print Name 6/ZU CI- MCC-0 P)°E4 Signature T.Forms;Building D visioniB!dg Permit.doc 0 Permit 09 r 44o Fore Div i sron /1` c NOTES ntA Sh a, 1 -1 4 _i o ¶heu tjui t1 ke- c e.A. 7 n 1 F, Play r V(eco fee be-cause. horvx s acre us i na e_ Same_ p tan Per e apPkioav± CbYUce__ `ern 4-14e_ K A S Ilan v d r 0, v a. lka-1+ ,f 1 15; Z 7 al LI-0 e' c\ 2 2 W 11 2 gr o C a.. i'v e Lod w i n P� w I au S 3 v. 70 .S 6 100 Z4 P J 6 V 116.4 e, P t o-te, Lot- e,w vv or w l tl pew 4 3 G O `7© 1009 loA 3 I 239 Lek A oOC 4 LS s�zz c x,�� 110 vcb 00r 0 \c/Qt7 r r()RT CITY GOVERNMENT FAX PRESCRIPTIVE APPROACH SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information. Building Department Use Only Lot: 9- y .Address d-eN o P- CI o e J City' State C✓4 Zip P 8 C 2 Contact: R re /Bidet rii �C'o i�P�✓ Phone 977 /2--y Phone 2 9( 067 Permit o 9- Notes Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U Factor Door. Wall. 'Wall Wall Option Area' OA of 'U- :.Ceiiiing Vaulted ,Above Interior Exterior Floor Floor 'Vertical .:Overhead Factor. Ceiling Grade. ;B Below. .Grade Grade Unlimited Group R 3 IV and R -4 0 35 0 58 0.20 R -38 R 30 R -21 R -21 R 10 R 30 R 10 Occupancies Only This Project complies with the following. 4 The project is a single- family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 2. One unlabeled or untested exterior swinging door 24 sq ft. or less, may be installed per unit for ornamental, security or architectural purposes. Location of the door taking this exception 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U factor listed above Location of the door(s) taking exception (if) /5 Ir Type of Heat Source T Forms /Building Division /Prescriptive Approach Simple Form Slab.:on Concrete. Please complete and return to Public Works Utilities Department Applicant Information Permanent service. Name and address of party responsible for permanent service billing? Contact Information Site contact: Contractor Electrician. Excavator Project Type Ingle- family residence Commercial Overhead service Underground service Project Information Street address lot number Nearest cross street: Desired connection date Voltage Check all that apply No Load Change Applicant's Signature Information form xls N 1P NK'.\r ICA T 1'1( #Or Existing Multi-family residence of units El Subdivision of lots ❑general service Other Description of work: gr/ 'Ce k 5/ /GL6 o ep,75 -a' 5 lei' goo 2_ U /L-G4-Q- Cl2CA 1 v'u pi4cc /i ors G- c Daytime Phone Name Daytime Phone Electrical transformer serving property is Electrical Load Name. Si/ r -o Street: a a-c 2. I/ L L,-G- E C I i 2 e1- City State 1 ZIP J4si(1 /374 L/.¢ p,1 2 Daytime Phone Home Phone (if other than above) egt v C L p C 20 /✓pf Name G-e e.1" Title Ca�„/ST2ve -47 co' Daytime Phone ?/a o °?9 y 7? /0-Y3 Name /T e- Company Daytime Phone '/53 76 3 Name OlyirnP#C tvidt4(G i"te. Company 3 6 0/3g Company' ❑A/C (_ton) oothes Dryer s �'-I'W�ater Heater Supporting Documentation i nfor rfl tioft for '0 Electrical Information Form on a pole on the ground Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 Total square footage /5 sq ft. Main disconnect size 9-0 O amps 01 0/240 1ph 0120/208 3ph 277/480 3ph ❑120/240 3ph 0480 3W 3ph Other L1 T ndard residential loafis (Lighting refrigerator dishwasher washer) L�Range /Oven Ei Elevator 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 Date Hot Tub Pumps Hp) Hp) Other MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360 -417 -4711 WS WF Rev' 1 15 -09 '5 g .7.1 i 7. S 7.1.fffi_ 1 1919 I it I 1 I 1912, k 0 C) 0 0 _CD 8 'Villa gC 777- 7--4 0 :2009, Request for Billing To. Janessa Hurd, Accounting Tech. General Mist Transfer Station From. _Roger Vess 0 Leasehold Excise Tax Light Department Date: 14 -2009 Medic I Transport O Police Department O Parks Department Parking/Bus. Improvement Area O PenCom Dispatch Services jitpublic Works Department Engineermg 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 Billmg Fee Sales Tax Total 15723.28 Authorizing Signature: Accounting Codes _403 7435 343 5025 G• \GROUP\ACCT\MR Receivables\Request for Billing.wpd C PY Sections. Chanter 13.72 UPPER GOLF COURSE ROAD SANITARY SEWER CO_,rNEC'T ;OT H L\J GE 13 72 010 Upper Golf Course Road Sewer Connection Charge s 13 72.030 Upper Golf Course Road Sewer Connection Charge .�`rmaunt. 13 72 050 Addition to Other 13 72 070 Upper Golf CourseRoad Sewer Connection Charge When Collected. 13 72 090 Upper. Golf .Course Road Sewer Connection Charge lriterest 13 72 110 Notice. s3 7' s 0 13.72.010 limper Golf Course RoadSewer Connection Charge Establi shod. 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 construc.tea by the City for ULID 215 The Upper Golf Course Road sewer connection .charge shail.appiy to au pioperti ,s outside ULD 215 and to sewer service connections for all service connections for ps within ULID 215, for which equivalent service connections were not assessed.pursuant to ULID 2'15 (Ord. 3038 §1 11/26/1999) 13.72:030 Ulmer Golf Course Road Sewer Connection Charge Amount. The Upt er Golf Course Road sewer connection charge shall be $1,964.20 per connection. (Ord. 3360, 3/13/2009, Ord. 3038 §2, 11/26/1999) 13.72.050 Addition to Other Charges. The Upper Golf Course Road sewer connection charge imposed pursuant to this Chapter shall be in addition to the connection charge for the actu.ai cost of connecting to the City sewer system, the tapping fee, the secondary sewer assessment, and to all other charges imposed by ordinance. (Ord. 3038 §3, 11/26/1999) 13.72.070 Unner Golf Course Road Sewer Connection Charge When Collected. The Upper Golf Course Road sewer connection charge shall be paid upon application for a sewer permit unless oL erwise agreed upon between the property owner and the City .Conne,cr,or to the system shall not be made until the Upper Golf Course Road sewer connection charge, standard connectio charges, tapping fee, secondary sewer assessment, and any other charges imposed by ordinarce hag been paid. (Ord. 3038 §4, 11/26/1999) 13.72.090 Unner Golf Course Road Sewer Connection Charge Interest. °ursuar` RCA A: 35 92 025, a charge for interest shall be added to the Upper Golf Course Road sewei ;onnectioi• 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 fc oration of 1,11113 215 until payment oftheUpper Golf Course Road sewer connection charge, not to exceed 4N =i 00} years When a connection is made to a lot that was created by subdivision after November 26, 199Q, 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 tie 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. seshrer connection charge unless authorized by, amendment of applicable state law Ord. 336(_ 3, L. '009 Gig' 1 038. §5,.11/26/1999). 13- 11.7 /2('( by WeYerha 3 1/2" x 9 1/4" 1 6E Solid Sawn Douglas Fir #2 TJ- Bear® 6.30 Serial Number 7004012143 User 2 1/16/2009 7.51 44 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof SlopeO/12 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 SUPPORTS. 1 Stud wall 2 Stud wall Input Width 3 50' 3.50' Bearing Length 1 50' 1.50' DESIGN CONTROLS. Maximum Shear (Ibs) 1098 Moment (Ft -Lbs) 870 Live Load Defl (in) Total Load Defl (in) Design -477 870 0.003 0 004 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. PROJECT INFORMATION: Birchwood 1228 Peninsula Village Copyright CO 2007 by iLevel Federal Way WA. Vertical Reactions (Ibs) Live/Dead/Uplift/Total 715/499/0/1214 715/499/0/1214 Control 4468 5022 0.106 0.158 Result Passed (11 Passed (17 Passed (U999 Passed (U999 Lower floor headers Detail Other By Others None By Others None Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. OPERATOR INFORMATION. Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions@olypen.com by Weyer ha 3 1/2" x 9 1/4" 1 6E Solid Sawn Douglas Fir #2 TJ- Bearn® 6.30 Serial Number 7004012143 User2 1/16/2009 8:04:23 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 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 SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 1.50' 2 Stud wall 3.50' 1 50' DESIGN CONTROLS. Maximum 1965 2784 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Design 1344 2784 0.026 0.044 Deflection Criteria: STANDARD(LL.U360 TL:U240). 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 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. PROJECT INFORMATION. Birchwood 1228 B Peninsula Village Copyright 0 2007 by iLe el Federal Way WA. Vertical Reactions (lbs) Live/Dead/Uplift/Total 1225/856/0/2081 1225/856/0/2081 Control 4468 5022 0.189 0.283 Result Passed (30 Passed (55 Passed (U999 Passed (U999+) Porch Beam 6' Detail Other By Others None By Others None Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. 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 User. 2 1/16/2009 8:02:46 AM Page 1 Engine Version: 6.30.14 PROJECT INFORMATION: Birchwood 1228 Peninsula Village Copyright m 2007 by 'Level Federal Way WA. TJ -Beam® is a registered trademark of iLevel® Floor Girder at Stairs 3 1/8" x 9" Glulam (24F V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7' 3' 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 SUPPORTS: Input Bearing Vertical Reactions (Ibs) 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 1, El 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 (1/861) MID Span 1 under Floor loading Total Load Defl (in) 0.126 0.346 Passed (U657) 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'Level® 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 by Weyerha TJ -Beam® 6.30 Serial Number 7004012143 User2 1/16/2009 8:01:25 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: 1 Stud wall 2 Stud wall DESIGN CONTROLS: Maximum 4728 7918 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' PROJECT INFORMATION: Birchwood 1228 Peninsula Village Vertical Reactions (Ibs) Live /Dead /Uplift/Total 3415/1462 0/4877 2839 /1115/0/3954 Design 3949 7918 0.084 0.121 Control 4500 8437 0.189 0.283 3 1/8" x 9" Glulam (24F V4 DF) Floor Beam 1. 6' 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: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2174 1312 2' 3' Result Passed (88 Passed (94 Passed (L/810) Passed (L/562) Detail Other By Others None By Others None El Product Diagram is Conceptual. Bearing length requirement exceeds input at support(s) 1 Supplemental hardware is required to satisfy bearing requirements. 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 Deflection Criteria: STANDARD(LL.L/360 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 d rafti ngso l utions ©olypen. com Copyright O 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 Garage Door Header TJ- Beaa16.30 Serial Number 70oao12143 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 User2 1/16/2009 7:59:59 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 by Weyerha Member Slope: 012 Roof Slope012 All dimensions are horizontal. PROJECT INFORMATION: Birchwood 1228 Peninsula Village Copyright 0 2007 by iLevel Federal Way WA. CONTROLS FOR THE APPLICATION AND LOADS LISTED 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 8 9" SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50' 1.50' 255 207 0 462 By Others None 2 Stud wall 3.50' 1.50' 255 /207 /0/462 By Others None Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 445 350 4468 Passed (8 Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 936 936 5022 Passed (19 MID Span 1 under Snow loading Live Load Defl (in) 0.018 0.281 Passed (0999 MID Span 1 under Snow loading Total Load Defl (in) 0.032 0 421 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 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 3 1/2" x 9 1/4' 7E Solid Sawn Douglas Fir #1 TJ -Bean® 6.30 Serial Number 7004012143 User:2 1/16/2009 7:58:16 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: PROJECT INFORMATION: Birchwood 1228 Peninsula Village Copyright 2007 by iLevel Federal Way WA. 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 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 ti El Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 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 (L/999 MID Span 1 under Snow loading Total Load Defl (in) 0.100 0.321 Passed (L/767) 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 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 00- 034 \birchwood LA -DA hdr sms Kitchen Mstr BR window headers by Weyerha 3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Beam® 6.30 Serial Number. 7004012143 User 1/16/20097:54:58 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 SUPPORTS: CONTROLS FOR THE APPLICATION AND LOADS LISTED 3 t 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 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 al Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 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 (11999 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. PROJECT INFORMATION: Birchwood 1228 Peninsula Village Copyright 0 2007 by iLevel Federal Way WA. OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone (360) 417-5615 draftingsolutions ©olypen.com