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Home My WebLink About1943 Village Cir - BuildingLinda Pangrle From Ken Dubuc Sent: Thursday August 11 2011 3 46 PM To Linda Pangrle Subject: RE inspections Linda Yes, in fact it was done, on July 22, 2011 Thanks for catching that. Ken From Linda Pangrle Sent: Thursday, August 11, 2011 1 12 PM To Ken Dubuc Subject: RE inspections The house is finaled I'd like to archive the permit information Please ask whoever did the inspection on this fire sprinkler system what date they approved it (or a good approximate), and let me know If it was never inspected, will it be inspected soon? Thanks, Linda From Ken Dubuc Sent: Thursday, August 11, 2011 11 54 AM To: Linda Pangrle Subject: RE inspections I did not do the inspections, so I'm assuming the answer is no Thanks, ken From Linda Pangrle Sent: Thursday, August 11, 2011 10 55 AM To Ken Dubuc Subject: RE inspections Did you also final 1943 Village Circle #11 -461 on the same day? From Ken Dubuc Sent: Thursday, August 11, 2011 10 45 AM To: Linda Pangrle Subject: inspections Linda, Here is some info for you 1925 Village Circle 10 -1514 1929 Village Circle 10 -1513 1933 Village Circle 11 -78 1940 Village Circle 11 -125 1944 Village Circle 11 -126 1119 Village Place 11 -276 1123 Village Place 11 -277 All of these were finaled on 7 22 2011 Thanks, Ken 2 PREPARED 7/27/11 8 10 52 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/27/11 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER LORI BROTHERS PHONE (360) 460 3496 PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10/11/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10/11/10 AP October 8 2010 1 19 31 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed /j11 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 10/13/10 AP October 12 2010 1 42 00 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly BL3 01 4/20/11 JLL BLDG FRAMING 4/20/11 AP April 20 2011 8 19 10 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING April 20 2011 3 57 25 PM jlierly BL9 01 5/17/11 JLL BLDG SHEARWALL 5/19/11 AP May 16 2011 4 42 08 PM 1pangrle BRUCE 912 0079 'EXTERIOR SHEAR NAILING May 19 2011 4 49 22 PM jlierly BAIR 01 6/02/11 JLL BLDG AIR SEAL 6/02/11 AP June 2 2011 9 46 03 AM pbarthol Bruce 912 0079 June 2 2011 4 01 17 PM jlierly BL3 02 6/02/11 JLL BLDG FRAMING 6/02/11 AP June 2 2011 9 45 33 AM pbarthol Bruce 912 0079 June 2 2011 4 01 17 PM jlierly BLI 01 6/07/11 JLL BLDG INSULATION 6/07/11 AP June 6 2011 1 36 12 PM 1pangrle BRUCE 912 0079 WALL INSULATION June 7 2011 4 40 14 PM jlierly BLDR 01 6/13/11 JLL BLDG DRYWALL IBWP 6/13/11 AP June 13 2011 8 56 14 AM pbarthol Bruce 912 0079 June 13 2011 5 00 13 PM jlierly PW99 01 7/19/11 RV PUBLIC WORKS FINAL 7/19/11 IP July 20 2011 7 24 13 AM rvess July 20 2011 7 24 31 AM rvess BL99 01 7/27/71 BLDG FINAL ra July 26 2011 9 24 21 AM 1pangrle BRUCE 912 0079 CONTINUED ONTO NEXT PAGE PREPARED 7/27/11 8 10 52 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/27/11 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER LORI BROTHERS PHONE (360) 460 3496 PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BUILDING FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RES RESULTS /COMMENTS ME99 01 7/27/y1 PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 4/14/11 PB PLUMBING WATER SUPPLY 4/15/11 AP April 14 2011 8 21 08 AM 1pangrle JOHN 460 6902 WATER SUPPLY LINE April 15 2011 8 48 33 AM pbarthol PL2 01 5/24/11 JLL PLUMBING ROUGH IN 5/24/11 AP May 24 2011 8 59 17 AM pbarthol John 460 6902 May 24 2011 4 50 14 PM jlierly PL99 01 7/27/11 PLUMBING FINAL I July 26 2011 9 26 37 AM 1pangrle BRUCE 912 0079 PLUMBING FINAL MECHANICAL FINAL July 26 2011 9 24 36 AM 1pangrle BRUCE 912 0079 MECHANICAL FINAL COMMENTS AND NOTES PREPARED 6/13/11 10 45 17 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/13/11 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER LORI BROTHERS PHONE (360) 460 3496 PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10 /11 /10 AP October 8 2010 1 19 31 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 10/13/10 AP October 12 2010 1 42 00 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly BL3 01 4/20/11 JLL BLDG FRAMING 4/20/11 AP April 20 2011 8 19 10 AM 1pangrle BRUCE 912 0079 SUB -FLOOR FRAMING April 20 2011 3 57 25 PM jlierly BL9 01 5/17/11 JLL BLDG SHEARWALL 5/19/11 AP May 16 2011 4 42 08 PM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING May 19 2011 4 49 22 PM jlierly BAIR 01 6/02/11 JLL BLDG AIR SEAL 6/02/11 AP June 2 2011 9 46 03 AM pbarthol Bruce 912 0079 June 2 2011 4 01 17 PM jlierly BL3 02 6/02/11 JLL BLDG FRAMING 6/02/11 AP June 2 2011 9 45 33 AM pbarthol Bruce 912 0079 June 2 2011 4 01 17 PM jlierly BLI 01 6/07/11 JLL BLDG INSULATION 6/07/11 AP June 6 2011 1 36 12 PM 1pangrle BRUCE 912 0079 WALL INSULATION June 7 2011 4 40 14 PM jlierly BLDR O1 6/13/11 BLDG DRYWALL I8WP June 13 2011 8 56 14 AM pbarthol Bruce 912 0079 COMMENTS AND NOTES PREPARED 6/07/11 8 44 22 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/07/11 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER LORI BROTHERS PHONE (360) 460 3496 PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10 /11 /10 AP October 8 2010 1 19 31 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 10/13/10 AP October 12 2010 1 42 00 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly BL3 01 4/20/11 JLL BLDG FRAMING 4/20/11 AP April 20 2011 8 19 10 AM 1pangrle BRUCE 912 0079 SUB -FLOOR FRAMING April 20 2011 3 57 25 PM jlierly BL9 01 5/17/11 JLL BLDG SHEARWALL 5/19/11 AP May 16 2011 4 42 08 PM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING May 19 2011 4 49 22 PM jlierly BAIR 01 6/02/11 JLL BLDG AIR SEAL 6/02/11 AP June 2 2011 9 46 03 AM pbarthol Bruce 912 0079 June 2 2011 4 01 17 PM jlierly BLDG FRAMING June 2 2011 9 45 33 AM pbarthol Bruce 912 0079 June 2 2011 4 01 17 PM jlierly BLI O1 6/07/11 BLDG INSULATION June 6 2011 1 36 12 PM 1pangrle BRUCE 912 0079 WALL INSULATION BL3 02 6/02/11 JLL 6/02/11 AP COMMENTS AND NOTES PREPARED 6/02/11 9 49 11 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 1943 VILLAGE CIR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT TYP /SQ BL1 01 BL2 01 10/13/10 JLL 10/13/10 AP BL3 01 4/20/11 JLL 4/20/11 AP BL9 01 5/17/11 JLL 5/19/11 AP BAIR 01 6/02/11 BL3 02 6/02/11 LORI BROTHERS 06 30 13 5 7 0090 0 10 00000517 RES NEW BPR 00 BUILDING PERMIT REQUESTED INSP COMPLETED RESULT 10 /11 /10 JLL 10 /11 /10 AP 000 SFR RESIDENTIAL DESCRIPTION RESULTS /COMMENTS BLDG FOUNDATION FOOTING TIME 09 00 October 8 2010 1 19 31 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BLDG FOUNDATION STEM WALL TIME 09 00 October 12 2010 1 42 00 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October'13 2010 3 45 01 PM jlierly BLDG FRAMING April 20 2011 8 19 10 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING April 20 2011 3 57 25 PM jlierly BLDG SHEARWALL May 16 2011 4 42 08 PM 1pangrle BRUCE 912 0079 EXTERIOR SHEAR NAILING May 19 2011 4 49 22 PM jlierly BLDG AIR SEAL June 2 2011 9 46 03 AM pbarthol Bruce 912 0079 BLDG FRAMING June 2 2011 9 45 33 AM pbarthol Bruce 912 0079 COMMENTS AND NOTES SUBDIV PHONE PHONE (360) 460 3496 '1 PAGE 1 DATE 6/02/11 PREPARED 5/24/11 9 58 14 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/24/11 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER LORI BROTHERS PHONE (360) 460 3496 PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 4/14/11 PB 4/15/11 AP PL2 01 5/24/11 I- PLUMBING WATER SUPPLY April 14 2011 8 21 08 AM 1pangrle JOHN 460 6902 WATER SUPPLY LINE April 15 2011 8 48 33 AM pbarthol PLUMBING ROUGH IN May 24 2011 8 59 17 AM pbarthol John 460 6902 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 FIRE SPRINKLER SYSTEM Owner Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, WA 98362 11 00000461 502271 1943 VILLAGE CIR 06 30 13 5 7 0090 0000 LORI K BROTHERS FIRE SPRINKLER SYSTEM RESIDENTIAL HIGH DENSITY 1875 Contractor Special Notes and Comments A full acceptance test will be required for the fire sprinkler system 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) Charged Paid Credited 00 00 00 00 00 00 00 00 00 Date 5/19/11 LORI K BROTHERS INNOVATED FIRE SPRINKLERS PO BOX 3226 81 NEW HAVEN LANE PORT ANGELES WA 98362 PORT ANGELES (360) 460 3496 (360) 452 7583 Structure Information 000 000 FIRE SPRINKLER SYSTEM WA 98362 FIRE SPRINKLER RESIDENTIAL FIRE SPRINKLER SYSTEM 185629 00 Plan Check Fee 00 5/19/11 Valuation 1875 11/15/11 Due 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) hvicc This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. 1.)L„,.1/4 j",/ Signature of Contractor or uthorized Agent Date Signature of Owner (if Owner is builder) Date GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD Call 360 417 -4655 for fire inspections. Please provide a minimum 24 -hour notice or conceal any work before inspected and accepted. Post permit in a conspicuous KEEP PERMIT CARD AND APPROVED PLANS AT Date Passed Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final 1 -22 -11 Kb I) JOB SITE Comments Completed by Contractor Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated It is unlawful to cover insulate location. 2/15/00 psi psi PREPARED 5/17/11 8 24 45 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/17/11 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER LORI BROTHERS PHONE (360) 460 3496 PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR PERMIT BPR .00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /11 /10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10 /11 /10 AP October 8 2010 1 19 31 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BL2 01 10/13/10 JLL BLDG FOUNDATION STEM WALL TIME 09 00 10/13/10 AP October 12 2010 1 42 00 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly BL3 01 4/20/11 JLL BLDG FRAMING 4/20/11 AP April 20 2011 8 19 10 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING April 20 2011 3 57 25 PM jlierly BL9 01 5/17/11 J�, BLDG SHEARWALL May 16 2011 4 42 08 PM 1pangrle BRUCE 912 0079 'EXTERIOR SHEAR NAILING COMMENTS AND NOTES r Applicant or Agent 41 INC. ee, ,eQ Owner L evv v ✓J Owner's Address rp, O, (t.Ux 3 2 a td Contractor /Engineer /A/C /Qz14 0 F-, Contractor /Engineer's Address 8/ ?/e-.„) License lA/Al(11 S' 0 4/ g PROJECT ADDRESS Parcel Number Project Type Brief Description. )4 Check all that apply )<New Construction Addition o Remodel o Repair o Re -roof o Demolition o Sign o Heat System Other Floor Areas Basement 1 Floor 2nd Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures 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 9 f i; ))oL J C t v-cd Existinalsg. ft.) Posed (sq. ft.) o Commercial Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type APPLICA TION Print in ink For City Use Only Date Received 5-12- I Permit# It-46 Date Approved Phone Li!S 2. 7Z 87 Phone y go Phone 4,.,1 7,5 2,3 Lite f o r-1 e QJL J!. Expires i" J i l Lot 9 Zoning o Multi- family Industrial o wall mounted o projecting freestanding awning o other Total sign area sq ft. Maximum allowed sign area sq. ft. o Heat pump wood- burning stove o gas fireplace pellet stove other per sq. ft. TOTAL VALUATION 7S sq ft. Lot size sq ft. Lot coverage of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. L /l K 1/2-%../4 si l�l T.Forms /Buildin. Division /Bldg Permit Appl. -2006 Code doc Clallam County Assessor Treasurer Property Details 66741 LORI K BROTHERS fo Page 1 of 2 Clallam County Assessor Treasurer Property Search Results 66741 LORI K BROTHERS for Year 2011 2012 Property Account Property ID' 66741 Legal Description: Geographic ID 0630135700900000 Agent Code Type: Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 11 Open Space N DFL N Historic Property' N Remodel Property' N Multi Family Redevelopment: N Township' Section: Range: Location Address. 1943 VILLAGE CIR Mapsco PORT ANGELES, WA 98362 Neighborhood Cycle 5 Res Neighborhood CD• 10955130 Owner Name: LORI K BROTHERS Mailing Address. PO BOX 3226 PORT ANGELES WA 98362 Taxes and Assessment Details Amount Due if Paid on M. Property Tax Information as of 05/12/2011 Map ID 2 Exemptions: LOT 9 PENINSULA VILLAGE V15 P6 SURVEY V68 P69 Owner ID' 209666 Ownership: 100.0000000000% y 'Y 3('■ \ei NOTE. If you plan to submit payment on a future date make sure you enter the date and click RECALCULATE to obtain the correct total amount due First Second Half Half Base Base I Year Statement ID Taxing Jurisdiction Amt. Amt. Penalty Interest Base Paid Amount Due 2011 160479 ST SCH STATE SCHOOL $53.45 $53 45 $0 00 $0 00 $53 45 $53 45 2011 160479 CC GEN COUNTY CLALLAM $29.51 $29.51 $0.00 $0.00 $29.51 $29.51 l 2011 160479 SD #121 SCHOOL DISTRICT #121 $69.88 $69.87 $0 00 $0 00 $69.88 $69.87 2011 160479 CITY PORT ANG CITY OF PORT ANGELES $68 13 $68 11 $0.00 $0.00 $68 13 $68.11 2011 160479 PORT PORT OF PORT ANGELES $4 16 $4 15 $0.00 $0.00 $4 16 $4 15 2011 160479 NTH OLY LIB NORTH OLYMPIC LIBRARY $12.38 $12.37 $0 00 $0 00 $12.38 $12.37 2011 160479 HOSP #2 HOSPITAL #2 $12.12 $12.11 $0 00 $0 00 $12.12 $12.111 2011 160479 WSMET PK DIST WILLIAM SHORE MET PARK DIST $3.68 $3.68 $0 00 $0 00 $3.68 $3.68 2011 160479 CITY STORMWATER CITY STORMWATER $0.00 $0.00 $0.00 _$0.00 $0.00_ $0.00 2011 160479 FIRE_PATROL FIRE PATROL $8_.70 $8.70 $0 00 $0.00 $8. W $8.70 2011 160479 WEED CONTROL WEED CONTROL ONTROL $0.82 $0.81 $000 $0.00 $0.82 $0 81 12 160479 FP Fee FIRE PATROL COUNTY FEE $0.25 $0.25 $0 00 $0.00 $0.25 $0.25 r 2011 160479 TOTAL. $263.08 $263.01_ $0.00 $0.00 $263.08 $263.01 2010 48774 ST SCH STATE SCHOOL $12.27 $12.26 $0.00 $0.00 $24.53 $0.00 2010 48774 CC -GEN COUNTY CLALLAM $6.54 $6.51 $0 00 $0 00 $13.05 $0 00 2010 48774 SD #121 SCHOOL DISTRICT #121 $15.89 $15.88 $0 00 $0 00 $31 77 $0 00 2010 48774 CITY PORT ANG CITY OF PORT ANGELES $15 12 $15 10 $0 00 $0 00 $30.22 $0 00 2010 48774 PORT PORT OF PORT ANGELES $0.92 $0 91 $0 00 $0.00 $1.83 $0 00 2010 48774 NTH OLY LIB NORTH OLYMPIC LIBRARY $1.90 $1 89 $0 00 $0 00 $3.79 $0 00 2010 48774 HOSP #2 HOSPITAL #2 $2.68 $2.68 $0 00 $0 00 $5.36 $0.00 http. /websrv8 clallam. net /propertyaccess /Property.aspx ?cid =0 &year= 2011 &prop_id =66741 5/12/2011 PREPARED 4/20/11 8 32 55 CITY OF PORT ANGELES ADDRESS 1943 VILLAGE CIR CONTRACTOR OWNER PARCEL APPL NUMBER LORI BROTHERS 06 30 13 5 7 0090 0000 10- 00000517 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT REQUESTED INSP TYP /SQ COMPLETED RESULT BL1 01 10/11/10 JLL 10/11/10 AP BL2 01 10/13/10 JLL 10/13/10 AP BL3 01 4/20/11 RESIDENTIAL DESCRIPTION RESULTS /COMMENTS BLDG FOUNDATION FOOTING TIME 09 00 October 8 2010 1 19 31 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed /j11 BLDG FOUNDATION STEM WALL TIME 09 00 October 12 2010 1 42 00 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING October 13 2010 3 45 01 PM jlierly BLDG FRAMING April 20 2011 8 19 10 AM 1pangrle BRUCE 912 0079 SUB FLOOR FRAMING INSPECTION TICKET INSPECTOR JAMES LIERLY COMMENTS AND NOTES SUBDIV PHONE PHONE (360) 460 3496 PAGE 3 DATE 4/20/11 PREPARED 4/14/11 8 23 29 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/14/11 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER EMILY HOAGLAND JACOB WHETHAM PHONE PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 4/14/11 JLL PLUMBING WATER SUPPLY April 14 2011 8 21 08 AM 1pangrle JOHN 460 6902 WATER SUPPLY LINE COMMENTS AND NOTES Linda Pangrle From Sent: To Subject: Linda Bruce asked me to let you know the new owners info for Lot 9 (1943 Village Circle) so it can be changed on the building permit Owner Lori Brothers PO Box 3226 Port Angeles, WA 98362 360 460 3496 Sarah Martinez [smartinez @hacc- housing org] Thursday April 14 2011 2 51 PM Linda Pangrle Lot 9 Peninsula Village Let me know if you need any other information Thanks, Sarah T Martinez Self Help Group Coordinator/ Loan Packager and Development Assistant Housing Authority of the County of Clallam 2603 S Francis Street Port Angeles, WA 98362 360 452 7631 ext 22 fax 360 452 9468 1 1 Permit 10 1 Date I phoned the Applicant 3 u Ce_., Property Owner Contractor I (left a phone message or�isc 13 H The permit (has expired r will expire soon) Wh,is` the status of this project? Please call and schedule a final inspection Or Submit a 'permit extension request' letter Or Let me know if the project is abandoned t st 6) k r ,Qtet-d/La, st c vi -03-t wlA DrUA-G9 a oic C12 (51.A_Nn-QA A4 nalIS .4ed_arv-\ n 66 r Lf— f L ►1 any. voi A e -cime kY eY Yk v T.Fonns /Building Division/Project Status Update PROJECT STATUS UPDATE at at 9 —do q Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc New house Owner EMILY HOAGLAND JACOB WHETHAM 90 S RHODEFER RD A303 SEQUIM WA 98382 Permit Additional desc Permit pin number 175950 Permit Fee 145 50 Issue Date 10/21/10 Expiration Date 4/19/11 Qty Unit Charge Per 1 00 110 3000 ECH EL 1 00 35 2000 ECH EL Fee summary Permit Fee Total Plan Check Total Grand Total Charged 145 145 10 00001223 070338 1943 VILLAGE INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Date 10/21/10 cIR REPORT STATE SALES TAX 06 30 13 5 7 0090 -0000 on your excise tax form to the City of Port Angeles (Location Code 0502) ELECTRICAL ONLY RESIDENTIAL HIGH DENSITY 0 Contractor ELECTRICAL NEW RESIDENTIAL C Paid 50 145 50 00 00 50 145 50 OLYMPIC WIRING INC 9601 PROVOST ROAD NW SILVERDALE WA 98383 (360) 692 0134 Plan Check Fee Valuation R SQFT FIRST 1300 R SQFT ADDITIONAL 500 Credited 00 00 00 DATE it b11 /11 AY 712-2 in RESULTS 00 0 Extension 110 30 35 20 Due 00 00 00 INSPECTOR. Date: 0' OCT -20 -2010 11 02A FROM OLYMPIC WIRING (36O)692 -3680 CIty of Port Angeles Permit Application Building Divtalon/Electrical Inspections 321 East Filth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (380) 417.4735 Fax: (300) 417.4711 Date: /O/2% _11& 2 Single Family Dwelling Mulli•Family or Commercial' Commercial Addition 1 Alteration !Remodel Repair' Plan Review May BeBequired, Please Complete Electrical Plan Review Information Sheet Job Address: 1 'IL! ti, I I uor'.L.4 Lo,'- 9 Building Square Footage: 1 Description of above 5t e V C'2 P v\ 412 p_ Owner Information Name: Mailing Address: )toQ 2 S F D a.nc is sr- City: Po- I *s State: L &J Zip: qt" 3 Phone:('',/, C7 TO( Fax: License Exp. Unit Charge 119.90 145.50 E 204.60 262.20 372.50 2.60 73.50 2.60 92.70 110.30 148.70 167.90 95.90 88.20 95.90 63.90 83.90 119.90 102.30 110.30 35.20 73.50 110.30 56.00 Sly Renewable Electrical Energy 5KVA System or Less NO.,/ O First 1300 Square Fl. 0 3.Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat /`f,' fin Total Check nate: A0 �2D MI Credit Card TO 13b04174711 P 2 Cad 2 0 200 ELECTRICAL INSPECTIONS Contractor Information Name: Mailing Addr s: R 1,01 FR 01 %f 2 City' S, /r.oP,rJQ2/ State:W? Zip: 2jt3 Phong3bd &CP ter.-( Fax NA) bQ a s, Licen /Exp. rDL M rt'x 3/ CO Total (Qlv Multiplied by Unit Charge) Service/Feeder 200 Amp. Service/Feeder 201.400 Amp. Service/Feeder 401.600 Amp. ServtcelFeeder 801 -1000 Amp. Service/Feeder over 1000 Amp. Branch Chcult WI Service Feeder Branch Circuit W/O 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. Additional 1500 $5.00 Signal Circuit/ Limited Energy 18 2 Family Dwelling Signal Circuit/ Limited Energy Multi-Family Dwelling Manufactured Home ConnecUon Signature of owner, electrical contractor or electrical administrator Cash Owner as defined by RCW.10.29.251. (1) Owner will occupy the structure for two years alter this electrical permit Is financed. (2) Owner le required to hire an electrical contractor 11 above said property is for sale, rent or lease. Permit expires after six months of last Inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. l am making the electrical installation or alteration In compliance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAG. Chapter 298.488, The City of Port Angeles MunlcIpai Code, and Utility Specifications. PREPARED 10/13/10 8 29 22 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/13/10 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER EMILY HOAGLAND JACOB WHETHAM PHONE PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10/11/10 JLL BLDG FOUNDATION FOOTING TIME 09 00 10/11/10 AP October 8 2010 1 19 31 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING October 11 2010 4 16 00 PM jlierly ufr installed/j11 BL2 01 10/13/10 JLL Aft BLDG FOUNDATION STEM WALL TIME 09 00 October 12 2010 1 42 00 PM 1pangrle BRUCE 912 0079 STEMWALL MORNING COMMENTS AND NOTES PREPARED 10/11/10 8 13 49 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10 /11 /10 ADDRESS 1943 VILLAGE CIR SUBDIV CONTRACTOR PHONE OWNER EMILY HOAGLAND JACOB WHETHAM PHONE PARCEL 06 30 13 5 7 0090 0000 APPL NUMBER 10 00000517 RES NEW SFR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 10 /1q /10 BLDG FOUNDATION FOOTING TIME 09 00 October 8 2010 1 19 31 PM 1pangrle BRUCE 912 0079 FOOTINGS WITH UFR S MORNING COMMENTS AND NOTES A 314,913/ ei Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1 152 SF SFR 308 SF GARAGE 39 SF CVRD PORCH Owner EMILY HOAGLAND JACOB WHETHAM 90 S RHODEFER RD A303 SEQUIM WA 98382 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T' \Policies \1 102 15 [10/08] Qty Unit Charge Per 1 00 55 0000 HR PW INSPECTION Qty Unit Charge Per 1 00 420 0000 EA PW WATER METER DROP IN di CA''')/— CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000517 081993 1943 VILLAGE CIR 06 30 13 5 7 0090 0000 RES NEW SFR RESIDENTIAL HIGH DENSITY 107628 Contractor OWNER Structure Information 000 000 1 152 SF SFR 308 SF GAR, 39 CVRD PORCH Other struct into TOTAL LOT COVERAGE 27 80 CONSTRUCTION TYPE VB FIRE SPRINKLERS REQUIRED YES NUMBER OF STORIES 1 00 LOT SIZE 5379 00 PROPOSED LOT COVERAGE 1499 00 TOTAL LOT COVERAGE 1499 00 NUMBER OF UNITS 1 00 PUBLIC WORKS INSPECTION DRIVEWAY INSPECTION 166363 55 00 Plan Check Fee 9/30/10 Valuation 3/29/11 Date 9/30/10 00 0 Extension 55 00 Permit PUBLIC WORKS RES WATER SERV Additional desc 3/4 DROP IN WATER METER Permit pin number 166330 Permit Fee 420 00 Plan Check Fee 00 Issue Date 9/30/10 Valuation 107628 Expiration Date 3/29/11 Extension 420 00 Permit PUBLIC WORKS STORMWATER Additional desc STORMWATER CONNECTION Permit pin number 166355 Permit Fee 135 00 Plan Check Fee 00 Issue Date 9/30/10 Valuation 107628 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor /r /uthorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS CONSTRUCTION R.W PW' ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -47`0 BUILDING 417 -4815 T ,Policies \1102 1 [10/08] RESIDENTIAL FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO PERMIT INSPECTION RECORD YES NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING Application Number 10 00000517 Application pin number 081993 Expiration Date 3/29/11 Qty Unit Charge Per 1 00 135 0000 EA SAN SEW STM CON OTHER CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 166371 Permit Fee 150 00 Plan Check Fee 00 Issue Date 9/30/10 Valuation 107628 Expiration Date 3/29/11 Qty Unit Charge Per 1 00 150 0000 EA SAN SEWER HOOKUP Special Notes and Comments May 25 2010 8 38 30 AM rbecker If you are installing a closed fire system you will ned to install double check backflow assembly If you are installing an open fire system you will not need to install a backflow assembly If you have any question call Ron becker at 417 4886 or E mail me at rbecker@cityofpa us Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations May 25 2010 10 56 52 AM sroberds The proposal will result in a new sfr in the RHD for a total of 28% lot coverage and 40% site coverage No land use issues anticipated Electrical load calculations and electrical permits are required All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete Page 2 Date 9/30/10 Extension 135 00 Extension 150 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities, private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies\ 1 102 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 INSPECTION TYPE DATE ACCEPTED PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 I FIRE 417 -4653 I PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \Policies\1102 15 [10 /08] PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE YES 1 NO I I I I I I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED Y ES I NO CONSTRUCTION R.W PW ENGINEERING 1 FIRE DEPT I PLANNING DEPT I BUILDING COMMENTS I I 1 I I 1 I I I I I 1 1 1 Application Number Application pin number Other Fees Fee summary Permit Fee Total 760 00 760 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4734 50 4734 50 00 00 Grand Total 5494 50 5494 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\ 1102 15 [10/08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000517 081993 RES UNDERGRND SERVICE FEE 770 00 SEWER SYSTEM DELV CHARGE 1980 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1980 00 Charged Paid Credited Due Page 3 Date 9/30/10 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) CALL 417 -483 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL 9NY WORK BEFORE INSPECTED 9ND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies \110' 1 [10/081 INSPECTION TYPE DATE ACCEPTED COMMENTS RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 48:31 FIRE 417 4653 PLANNING DEPT 417 4750 BUILDING 417 -4815 PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING I I I I I I I I I i 11417/414":‘.: ow- :I Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation 10 00000517 081993 1943 VILLAGE CIR 06 30 13 5 7 0090 0000 RES NEW SFR RESIDENTIAL HIGH DENSITY 107628 Application desc 1 152 SF SFR 308 SF GARAGE 39 SF CVRD PORCH Owner EMILY HOAG 90 S RHODEF SEQUIM 4 00 1 00 8 00 Structure Information Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date JACOB WHETHAM A303 WA 98382 Qty Unit Charge Per 8 00 5 6000 THOU Permit Additional desc Permit pin number 165878 Permit Fee 208 05 Issue Date 9/30/10 Expiration Date 3/29/11 Qty Unit Charge Per 7 2500 EA 10 6500 EA 14 8000 EA Permit PLUMBING PERMIT 7/5 5 D/ o /ire t {'t'1 c'C'e fO t T:Forms /Building Division /Building Permit Contractor OWNER 000 000 1 152 SF SFR, 308 SF GAR TOTAL W LOT COVERAGE CONSTRUCTION TYPE FIRE SPRINKLERS REQUIRED NUMBER OF STORIES LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS BUILDING PERMIT RESIDENTIAL 1 152 SF SFR 308 SF GARAGE 165860 1065 05 9/30/10 Valuation 3/29/11 BASE FEE BL -100 001 500K (5 60 PER K) MECHANICAL PERMIT Plan Check Fee Valuation Date Print Name Signature of Contractor or Authorized Agent 9/30/10 39 CVRD PORCH 27 80 VB YES 1 00 5379 00 1499 00 1499 00 1 00 692 28 107628 Extension 1020 25 44 80 Plan Check Fee 00 Extension BASE FEE 50 00 ME VENT FAN (SINGLE DUCT) 29 00 ME STOVE /FIREPLACE /MISC APP 10 65 ME HEATER(SUSP /WALL /FLOOR MTD) 118 40 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) yl t�n� �r`PXS Lori `rO 51-1-10 pp 50 a$3O2 W 3(0 0 keti\ Separate 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. Signature of Owner (if owner is builder) 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 Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR 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 Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 Accepted By Comments 1 1 FINAL Date 1 1 PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Accepted by Date Accepted By CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page Application Number 10 00000517 Date Application pin number 081993 Additional desc Permit pin number 165886 Permit Fee 142 00 Plan Check Fee Issue Date 9/30/10 Valuation Expiration Date 3/29/11 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 May 25 2010 8 38 30 AM rbecker If you are installing a closed fire system you will ned to install double check backflow assembly If you are installing an open fire system you will not need to install a backflow assembly If you have any question call Ron becker at 417 4886 or E mail me at rbecker@cityofpa us Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background All homes in new subdivisions that are outside of the Fire Department four minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) This project will require seperate permit and fire sprinkler plans for review Call for cover inspection for all sprinkler installations May 25 2010 10 56 52 AM sroberds The proposal will result in a new sfr in the RHD for a total of 28% lot coverage and 40% site coverage No land use issues anticipated Electrical load calculations and electrical permits are required All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover Notice will be given 48 hours in advance of commencing work Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete Other Fees 2 9/30/10 00 0 Extension 50 00 63 00 7 00 15 00 7 00 RES UNDERGRND SERVICE FEE 770 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T.Forms /Building Division /Building Permit Inspection Type FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T.Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECT IONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Date PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL INSPECT IONS 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 Accepted By Comments FINAL Date Accepted by FINAL Date Accepted by Date Accepted By Application Number Application pin number Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000517 081993 SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE Charged Paid Credited 1415 10 1415 10 00 692 28 692 28 00 4734 50 4734 50 00 6841 88 6841 88 00 Page 3 Date 9/30/10 1980 00 4 50 1980 00 Due 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 WalF7Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping T.Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECT IONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments i0 -1I -10 fl Imo, -10 5 -24 -I 1 -14 —II 1 77 u Fg- 53.0siall8 FINAL Date Accepted by JL-i✓ SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical Construction R.W PW Engineering Fire Planning Building 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 l ALL IFINAL Date 1 Z1� A ccepted by V l t Strr, L r Date Accepted By 7 -27 -I t 1 4 1" &L Lit j co t A. SETTLEMENT STATEMENT (HUD -1) h OLYMPIC PENINSULA -Title Gompany- 4 4N oevtW' lnlE RIIURANCB. ESCROWS C. NOTE. This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. marked '(p.o.c.)' were paid outside the closing; they are shown here for informational purposes and are not included in the totals. D NAME ADDRESS OF BORROWER. E. NAME ADDRESS OF SELLER. F NAME ADDRESS OF LENDER. G PROPERTY LOCATION 101 Contract sales price 102. Personal property 103 Settlement charges to borrower' (line 1400) 104 HACC PRINTS, Engineering, CC, Taxes, Permits, Cr Rn 105 Construction Holdback 107 County taxes to 108. Assessments to 109 111 2, 1I3 114 115 116. 120. Gross Amount Due From Borrower 200. Amounts Paid By Or In Behalf Of Borrower: 201 Deposit or earnest money 202. Principal amount of new loan(s) 203 Existing loan(s) taken subject to 204 205 206. HTF Loan Funds 207 208. 209 Adjustments For Items Unpaid By Seller 210. City/town taxes to 211 County taxes to 212. Assessments to 213 214 215 216. 217 218. 219 220. Total Paid By /For Borrower 300. Cash At Settlement From/To Borrower: 301 Gross amount due from borrower (line 120) 1 302. Less amount paid by /for borrower (line 220) 303. Cash (LiFROM) tl.. lrO) Borrower Previous Edition Is Obsolete Form No. 1581 3/86 Emily Hoagland and Jacob Whetham 90 S. Rhodefer Rd., A303, Seouim, WA 98382 Housing Authority of the County of Clallam 2603 S. Francis St., Port Angeles, WA 98362 USDA Rural Development 1601 E. Front St., Ste B, Port Angeles, WA 98362 1943 Village Circle, Port Angeles, WA 98362 H. SETTLEMENT AGENT Olympic Peninsula Title Company PLACE OF SETTLEMENT 319 S. Peabody, Suite A, Port Angeles, I. SETTLEMENT DATE 9/15/2010 Final J. Summary of Borrower's Transaction 100. Gross Amount Due From Borrower Adjustments For Items Paid By Seller In Advance: 106. City/town taxes to 58.500.00 2,381.64 9,028.36 94.155.00 WA 98362 (360) 457 -4451 DISBURSEMENT DATE. 9/28/2010 K. Summary of Seller's Transaction 400. Gross Amount Due To Seller 401 Contract sales price 402. Personal property 403 404 405 10.00 159,055.00 4' OMB No. 2502 -0265 B. TYPE OF LOAN l (-1 FHA 2. FHMA 3. [1] CONV UNINS. 4 i VA 5 L2 CONV INS. 6. FILE NUMBER. 7 LOAN NUMBER 95585 -DS 38691192 8. MORTGAGE INS. CASE NO Items Adiustments For Items Paid By Seller In Advance: 406. City/town taxes to 407 County taxes to 408. Assessments to 409 410. 411 412. 413 414 415 416. 164,065 00 420. Gross Amount Due To Seller 500, Reductions In Amount Due To Seller: 501 Excess deposit (see instructions) 502. Settlement charges to seller (line 1400) 503 Existing loan(s) taken subject to 504 Payoff 1st Mtg, Ln. 505 Payoff 2nd Mtg. Ln. 5,000.00 506. 507 HACC SHOP 06 -01 508. HACC Revolved Funds 509 Adjustments For Items Unpaid By Seller 510. City/town taxes to 511 County taxes to 512. Assessments to 513. 514 515 516. 517 518. 519 164,065 00 520. Total Reductions In Amount Due Seller: 600. Cash At Settlement From/To Seller: 164,065.001 601 Gross amount due to seller (line 420) 164,065.001 602. Less reductions in amount due seller (line 520) 0.001 603. Cash TO) (I_ 1FROM) Seller Page I of 3 58,500.00 58,500 00 15,000.00) 43,500.00 58,500.00 58,500.00 58,500.00 0 00 SB-4- 3538 -000 -I HUD -1 (3 -86) RESPA, HB 4305.2 (8/12/2010) _Linda Pangrle_ Peninsula Village Ifa Page 1u From 'Sarah Martinez' <smartinez @hacc housing.org> To 'Linda Pangrle <Lpangrle @cityofpa.us> Date 8/12/2010 1049 AM Subject: Peninsula Village Ila Linda Here are the owners of the Peninsula Village Ilagrriiin. Lot 9 1943 Village Circle, Port Angeles WA 98362 Jacob Whetham and Emily Hoagland 90 Rhodefer Rd A -303 Sequim WA 98382 Lot 12 1929 Village Circle Port Angeles, WA 98362 Alex and Jillian Anderson 335 Harvel Lane Port Angeles WA 98362 Lot 13 1925 Village Circle, Port Angeles, WA 98362 Michael Anderson and Mary Loucks 40 Blueberry Place Sequim WA 98382 Thanks! Sarah T Martinez Self Help Group Coordinator/ Loan Packager and Development Assistant Housing Authority of the County of Clallam 2603 S Francis Street Port Angeles WA 98362 360 452.7631 ext. 22 fax 360 452.9468 Lot 31 1119 Village Place Port Angeles WA 98362 Lisa Brothers 1045 S 3rd Ave 40 Sequim WA 98362 I will send you the other 4 in just a few weeks when all the families have been determined eligible and we are closer to setting a closing date. t b City of Port Angeles Building Division 321E 5 St. Port Angeles, WA 98362 5. RESILEtV 1"!AL PLAN REVIEW UIDELIPNES, PLAN REVIEW Items described here are only a guide to common questions and missed items during plan review and construction. All codes must be complied with (Please read and follow each item) SPECIAL NOTE. Check item #59 first to see if enaineerina will be needed because of lateral desian. issues. GENERAL. 1 Final grading of the property must be done prior to final inspection even if owner is doing required retaining walls Occupancy of the home will not be allowed until there are no slopes steeper than 2 units horizontal to 1 unit vertical or retaining walls are in place or an accepted soils report is submitted to the City If a soils report was required initially all requirements of the soils report must be accomplished prior to final inspection including submittal of all field reports 2. Acrylic stucco products have special requirements Verify such with the manufacturer Requirements may include tongue and groove foam board under finish control joints special backing boards (sometimes OSB is NOT allowed) self- furring or furred -out wire or fabric lath and sometimes installation by a certified installer (certified by the manufacturer) Verify any and all requirements of stucco siding or acrylic stucco products NO INSPECTION OF LATH OR STUCCO IS REQUIRED, BUT WRITTEN CERTIFICATION BY A MANUFACTURER'S CERTIFIED INSTALLER MUST BE LEFT AT THE JOB SITE UNTIL FINAL INSPECTION BY THE CITY 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 '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 FILE 1 Building /Handouts /Residential Plan review Gin Iiges (Rev 03- 18 -09) Page 1 of 8 LIFE SAFETY MISC ITEMS 8 Sleeping rooms must ha an egress window with 5 7 s f net clear opening 24 min height 2n" 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 Tess 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 and7 3/4 max. rise R311 5 12. Provide 36" high guards (with 4" max. spacing on rails) at porches balconies and raised floor surfaces more than 30' above adjacent ground or floor R312 1 13. Smoke detectors required at all bedrooms hallway or room adjacent to bedrooms and at any ceilings that are more than 24" above adjacent ceiling All smoke detectors interconnected and hardwired with battery back -up R313 1 14 Garage /house separation wall is 1/2' GWB door must be 20 min rated or 1. 3/8" solid -core If living space above use 5/8" GWB Type "X' at the ceiling AND 1/2" GWB at walls that support the floor above .Ducts in garage must be 26 -gage sheet steel and have no openings in the garage R309 15 Exterior stairways must have a light located near the top landing of the stairway switched from inside (or have motion activation device) R303 6 16 Minimum room areas must be provided (120 s f min in at least one room 70 s f min all other habitable rooms 7 foot min dimension in all habitable rooms) R304 1 17 Minimum ceiling heights must be provided (7 foot min with some exceptions) R305 1 FOOTINGS, FOUNDATIONS, AND CRAWL SPACES 18 All footings including exterior isolated pad footings must have a 24 (min) depth from the bottom of the footing to finished grade R403 1 4 1 19 All footings shall be supported on undisturbed natural soils or engineered fill Any placement of fill material that will support a structure will require a geotechnical investigation and report submitted to the City prior to placement of footings R401 2 R403 1 20 Lots shall be graded to drain surface water away from foundations The grade shall fall 6" in the first TEN feet around the perimeter of the structure R401 3 21 Top surface of footings shall be level Bottom surface of footings shall not have a slope that exceeds (1) unit vertical in (10) units horizontal Any necessary stepping of the foundation must be approved during plan review or prior to installation of the foundation R403 1 5 T Building /Handouts /Reside -iti Plan Review Guidelines, (Rev 03- 18 -09) Page 2 of 8 .1 22. Wood sill plates of all exterior walls interior bearing walls (slab -on- grade) and interior shear walls (slab -on- grade) must be anchored to foundation or slab with IA X 10' J -bolts with a _2" X 2' X 3/16' plate washer Anchor bolts to be placed a maximum of 12' and no closer than 3 1 /2" from the ends of the sill. plate Each piece of sill plate must have a minimum of (2) anchor bolts Anchor bolts shall be spaced no further than 6 feet apart. (Special spacing and sizing conditions may apply at alternate braced wall panels) R403 1 6 '23 6' clearance required from finish grade to foundation mudsill plate R319 24 3 1/2" (min thickness for all concrete slabs -on- grade R506 1 25 .Footing and foundation wall SIZES for two pour system (Foundation walls NOT over 5 feet in height) F.00ting 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 fortwo. pour system fnd. walls NOT over 5 :feet in height) (Footings supporting single or two.stories) One continuous #4 horizontal rebar placed at center of footing with 3" (min) clearance from dirt. (Foundation walls not over 5 feet in height) One continuous #4 horizontal rebar placed within the top 12" of the wall #4 vertical rebar placed at 48 inches o c max (wet set ok) with a 6 -inch 90- degree hook. A minimum of (2) vertical bars to be placed at front garage wall returns 27 Monolithically poured foundation systems Bottom of footing shall be 12" wide (min) and extend to 24 below finished grade minimum Footing shall have either one #5 continuous horizontal rebar placed at center and 8' above bottom of footing or (2) #4 continuous horizontal rebar placed at center and in the middle third of the footing measuring vertically 3 1/2" minimum slab thickness When a monolithic system is used to support heated spaces an R 10 insulation board must be installed on the outside of the foundation extending from bottom of footing to top of slab Exposed foam insulation above grade must be protected from damage and sun with approved materials The material used must extend a minimum of 12" below grade 28 Basement Walls (up to 9 feet) or Stem Walls (over 5 feet) or STEPPED FOUNDATIONS There are special restrictions for this type of foundation wall under the new code In plan view the length of this type of wall cannot exceed 35 feet. For stepped foundations this wall cannot exceed 7 feet high otherwise the floor joists must connect DIRECTLY to the wall (for bracing the foundation wall) WET- SETTING IS NOT allowed for the alternating hooks into the .footing There are special blocking requirements if any of these conditions cannot be met (note on the plans!) See R404 1 29 Under -floor pier pads supporting uniform load of wood framed floors shall be 18 "x 18" x 8" (min) Point loads from other than floor girders will require larger footings sized according to the concentrated load R403 1 1 30 Beams and /or girders in crawl space must meet span requirements for the loads imposed (from floor joists and from any point loads) R501 2 T Building /Handouts /Residential 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 less in size than the studding above Cripple walls with a height less than. 14 inches shall be sheathed on one side with a wood structural sheathing or shall be of solid blocking Cripple walls count as .an additional 'story' for lateral purposes R602 9 FLOOR FRAMING 37 18" (min) clearance beneath all floor joists and 12" (min) clearance beneath floor girders (beams) in crawl spaces R308 38 Span of all joists (including 2 level joists) must meet minimum live load of 40 psf (general living areas) or 30 psf (sleeping rooms) together with dead load of materials used R301 5 and Table R301 5 39 Span of beams for 2"d 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 Hoists shall be in accordance with the manufacturer's specifications R502.8 2 44 All concentrated point loads originating from roof or floor load shall be transferred to bearing footings or foundation walls Continuous support shall be provided by members that are equal in cross sectional area to the area of the load imposed and shall not be reduced in size at any point. 45 Wood members supported in concrete or masonry pockets shall have a 1 /2 inch air space provided at tops sides and ends of the member 46 All foundation plates sills and sleepers bearing on a concrete foundation or slab that is in direct contact with the ground shall be pressure treated All wood framing members that rest on concrete foundations and are within 8" of exposed ground shall be pressure treated R319 T Building/Handouts/Residential Plan Review Guidelines (Rev '13- 18 -09) Page 4 of 8 47 Sawn lumber floor joists shall have 1'h" (min) bearing and shall lap 3" min at intermediate girders Engineered Hoists shall have 1 3/4 (min) bearing (or per manufacturer's specifications) 48 Floor joists that are parallel to bearing partitions shall be doubled Some heavier Toad 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 bad R502 4 49 Floor cantilever spans shall not exceed the depth of the nominal floor joists Floor cantilevers constructed in accordance with Table R502.3 3 (1) shall be permitted when supporting a light framed bearing wall and roof only R502 3 3 50 Block in between floor joists beneath all interior braced walls (for walls perpendicular to joists) or align floor joist with interior braced wall (see item #63 -T) WALL FRAMING 51 Wall studs taller than 10 feet shall have a stud height analysis by a professional engineer or architect. Table R602 3 ,5 52. Non-load bearing stud heights shall be in accordance. with Table R602 3 (5) 53 Studs shall be a minimum #3 grade standard grade or stud grade lumber R602.2 54 Where joists trusses or rafters are spaced more than 16" o c. and the bearing studs below are spaced at 24" o c such members shall bear within 5" of the studs below unless the top plates are double 2x6 or a third plate is added R602 3 3 55 Headers over windows and doors must meet minimum requirements for spans and imposed loads verify point loads over openings (from trusses or other conditions) and size headers accordingly Headers must be noted with size type and grade of lumber being used GENERAL NOTE STATING ALL HEADERS SHALL BE. is acceptable 56 Interior bearing walls must have headers over openings and must be supported to a foundation 57 Top plate splices shall be offset a minimum of 24 inches R602 3 2 58 Fire- blocking required at dropped ceilings soffits coved- ceiling areas and every ten feet horizontally and vertically at framed walls R602 8 59 Port Angeles is in Seismic Zone D1 Wind zone of 100 MPH Category C (within 1500 ft from shore line is Category D) per the 2006 IRC When a house is considered IRREGULAR by any ONE the definitions below the code will NOT allow prescriptive bracing for Seismic Zone C and the entire house must have a lateral analysis and design-by a licensed engineer (R301 2 2 2 2) Per that section of the code NO MIXING OF PRESCRIPTIVE AND ENGINEERED LATERAL SYSTEMS IS ALLOWED UNDER THIS NEW 2006 IRC The following are items that constitute an IRREGULAR BUILDING per the 2006 IRC A. Exterior braced wall lines must be in one plane vertically from foundation to the uppermost story (basically the upper floor must match the lower floor footprint) The most common area where problems like this occur is in a garage with a second floor over it. To qualify for prescriptive bracing the second floor joists must extend to the exterior walls of the garage If this does NOT occur then your proposed house is IRREGULAR If the joists do extend to the exterior walls of the garage then the setback of the second floor walls cannot be more than four (4) feet setback from the garage walls T Building/Handouts/Residential Plan Review Guidelines (Rev 03- 18 -09) Page 5 of 8 (see p 44 of the 2006 IRC) Rooms created by roof trusses are OK under this provision (such as bonus rooms over garages formed by the trusses /rafters) B The perimeter of all floor diaphragms and all roof diaphragms must be supported on WALLS below If you have beams holding up. any part of the perimeter of a floor or a roof then your proposed house is IRREGULAR The most common place you will find this problem is at large covered porches and patios where the roof is supported only by post and beams Such covered porches and patios also make the building IRREGULAR Related to this are areas of discontinuous diaphragms .especially changes in plate line heights which also are considered as separate 'roofs and therefore make the building .IRREGULAR. C In any elevation of the exterior the braced walls from an upper .level wall must NOT occur over a window or door In general this means that the windows of the upper story must align with the windows of the lower story There are some, exceptions based on up- sizing the header in the window below. (see 2006 IRC p 44 for details) D When an opening in a floor or roof (such as a balcony- overlook area or a courtyard area) exceeds the lesser of 12 feet or 50% of the least dimension then your proposed house is IRREGULAR. E. When portions of a floor level are vertically offset (such as.a sunken room) then your proposed house is IRREGULAR This does not apply to a slab -on- grade floor F When braced wall lines do not occur in two perpendicular directions (such as portions of the house or garage at an .angle to the rest of the building) then your proposed house is IRREGULAR G If you have any portion of the above -grade walls that use masonry or concrete construction then your proposed house is IRREGULAR Stepped foundations that create a daylight basement situation are OK .under this provision and do not make an irregular structure 60 THIS APPLIES TO ALL. LATERAL BRACING (ITEMS 61 THRU 65) Add up all lengths of braced panels (4 foot braced panels 2 -8' alt braced panels and 24 or 16' portal frames COUNT as 48' of length each portal frame counts as a total of 48' of bracing length —not 2 times 48 along the wall in question The total length of braced walls must be at least 16% of the entire wall length AND the panels must occur at least every 25 feet along the wall For 1s 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 gals box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold -down devices furthest studs (1800 pound capacity hold- downs) 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 fines 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" mu width for one -story structures 24" min width for first floor of 2 -story T Building /Handouts /Res■dential 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) 0 Alternate Braced Walls —first floor of two -story condition (2' -8' min width X 10 foot. max height) sheathed on BOTH interior and exterior sides of wall with min 3/8" OSB or plywood and nailed with 8d common or galv box nails and blocked at all edges Two (2) anchor bolts in sill plate two (2) hold down devices furthest studs (3000 pound capacity hold- downs) There are some provisions for plate lines up to 12 feet high see Table R602 10 6 (basically a wider wall 3 -6' min length for 12 feet high) P "Simpson" Brand StrongWalls —this method is still available following all the manufacturer's specifications 'for connections Q Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 63. 1s 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 2nd levels can start at no more than 12.5 feet away from the corner S Entire House Sheathed with OSB or Plywood —this method allows smaller side panels than 4 feet in accordance with Table R602 10 5 CHECK THE OPENING HEIGHTS ADJACENT TO THESE PANELS! 65. Exterior braced wall lines (or together with some interior wall lines) cannot be more than 35 feet apart. T Certain areas can be up to 50 feet apart between wall lines IF there is additional bracing along the exterior wall in question (50/35 1 43 more bracing than normally required or in other words 23% of the total wall in bracing for 1 -story wall 43% of the total wall in bracing for 1 story of a 2 -story house) R602 10 1 1 Exception 1 and 2. U Interior Braced Walls can be used when exterior walls are more than 25 feet apart. Interior Braced Walls are minimum 1/2' GWB both sides of wall for a minimum length of 48" use 5d nails or screws at 7' o c Sole plate of wall must be attached to thickened slab footing (see item #22 above) with 1 -/2 anchor bolt 6' -0' o c or solid blocking (walls perpendicular to joists) or LINE UP JOIST with braced wall (walls parallel to joists) 66 The roof sheathing MUST nail into SOLID blocking and the block must connect to the double top plate either with clips or toe nailed (for blocks that are top beveled) with 8d 6' o c For ventilation use not more than two (2) 2' diameter holes BLOCKING MUST OCCUR AROUND ENTIRE PERIMETER OF ALL ROOFS Table R602 3 (1) This applies to all houses both engineered AND prescriptive bracing ROOF ATTIC 67 Truss drawings must show reactions of all girder trusses point loads onto headers must have headers sized accordingly point loads over 5000 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 P n Reviev, G_iidelines (Rev 03- 18 -09) Page 7 of 8 70 Attic ventilation must be provided at 1 /150 the attic area or 1/300 of the attic area if 50% of the venting can be 3 feet above the eave venting (roof jack vents are 49 sq in. /vent. ridge vents at 12 sq in. /foot) R806 1 71 Attic mechanical equipment, need Tight and switch near opening and electric outlet. Access opening to such mechanical equipment must be no further than 20 feet from equipment with 22 wide (min) walkway from access opening to the equipment, 72. Attic access required 22" X 30' min and shall be in hallway or other readily accessible location R807 1 MECHANICAL. 73 Appliances located. in a garage or carport shall be protected from damage from vehicles M1307 3 1 74 Gas appliances located in a garage shall be raised 18" min above finish floor G2408 2 (305 3) 75. Ductwork that extends below grade ,(such as in the garage .floor) shall be encased. in 2' min concrete on all sides and bottom in addition to the R -10 insulation foam board 603 8 IMC 76 Dryer exhaust ducts shall not exceed 25 feet in length The maximum length of the duct shall be reduced 2 5 feet for each 45- degree bend and 5 feet for each 90- degree bend Longer lengths in accordance with the manufacturer's listing will be allowed Screws shall not be used to connect any dryer duct materials M1501 3 77 Flex duct connections to sheet metal transition ducts shall have the inner sleeve taped with approved materials prior to securing the flex duct with a zip tie or similar fastener 304 IMC 78 Flex duct shall be supported every 4 feet and have no sag that exceeds 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 1/4 ID copper or cp "c material NO coil material shall be allowed per code and no reduction in the pipe shall reduce the ID of the material less than Pex type is a coil material and is not allowed for this application T Building /Handouts /Residential Plan Review Guidelines (Rev ;3- 18 -09) Page 8 of 8 ^pr eor Coon Floor Areas Check all that apply 76.New Construction Addition Remodel Repair Demolition Re -roof I 5Jz4Jto Housing J1v`}ho -r4+1 6f CI&tIar(1) AO 5 Forth cc6, PA, Cti BUILDING PERMIT ®PPL CA "ION Pant in in -?6 z Applicant Property Owner e- Property Owner's Address Contractor Qv.) bvi L 4 r Contractor's Address License Shed Other Vc i v 0 3$ CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 9 (360) 417 -4815 fax (360) 417 -4711 Expires PROJECT ADDRESS (c C5 i 0 Q1 e G c'� 2ND I Parcel Number G 6 0 13 57o Oct Lot Zoning v_p Proiect Type Brief Description. Residential Multi- family Commercial Industrial 5 c kR l_ 1 ouse7l garage other tear off re -roof lay over one layer /Heat System Heat pump wood- burning stove gas fireplace pellet stove other Other b tfJcLA Existing (sq. ft.) Proposed (sq. ft.) A For City Use Only 62 00' 1"'� R -te Received 5 -1 8-10 Lk' P -rmit# 10 -5 N �h rate Approved Pho do-. Q L d4 c )P \VL gMeS cat 11ZH3 0 e (3 rJ tee._ t 0.=1 9 Se- -9 Oa i p ,'z Phone I E -mail w I c-' k 9 e Basement 1 Floor I 1 Z-- 2 Floor 3 Floor Garage 3 o& 3 0 Carport Covered Porch 3 9 1 Deck per sq ft. 9 ,Z 'to vu TOTAL VALUATION (c7 627--0 m° Total footprint of structures 1 LA c sq ft. Lot size 53? 9 sq ft. Lot coverage 2 -7ag Site Coverage the amount of impervious surface or a parcel including structures paved driveways sidewalks, patios and other impervious surfaces (see PAMC 17 94 135 for exemptions) Site coverage 39:1% Max height of proposed structures ((0 ft. Occupancy group of bedrooms Will a lawn sprinkler system be installed? 1 1° Occupant load of full baths Z Will a fire sprinkler system be installed? e. 5 Construction type of half baths I have read and completed this application and know it to be true and correct._ I am authorized to apply for this pe it nd understand that it is my responsibility to determine what permits are required, and to obtain permits pric o wor$)ng on projects Date -3 ^1 ;r1C) Print Name --4 e` Signature T.Forms /Building Division /Building permit application 13 23 Lindberg-Rd- 12 24 G S D11'31%19°1`.(- 5°1 0 i lir... P G34 5 f1 -;t= P 1 &o Loc 04660 9/U 0 2i3 T ��l�� w` ti FAX CITY GOVERNMENT Site Information. Building Department Use Only. Lot. 9' Permit 10 51 Address 1 r-1' y U l l IAq C i f'3e. Notes City 0 i State W cx Zip c (0 34 C-- Contact. I V—cD4 •e-c r k3r uk. e_ Phone -f77 12 t-13 `l 1'Z 001 1 Phone 2 Table 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) J Wall- Wall Glazing Glazing,W- Facto "r :Door, wall_ Option. Area' of U= Ceiling ;Above Above Interior ';Exterior 'Floor r Verticalr': Overhead :Factor Ceiling= Grade .Below A;Below Grade Grade 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- 'V The project is a single- family residence or duplex. 4 The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above I The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. K 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 architect purposes. Location of the door taking this exception Cbvt oG 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U- factor listed above Location of the door(s) taking exception Type of Heat Source. -e J rCC L Wck u S T Forms /Building Division /Prescriptive Approach Simple Form PRESCRIPTIVE APPROACH- SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 IJoor Slab:on •'Concre.'te 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. 1 Electrical transformer serving property is on. a pole ['bn the ground Electrical Load t 3 5� 13 a r 0, 5e 1 1 s Zsq ft. Main disconnect size 20 amps n-20/240 1ph 0120/208 3ph 0277/480 3ph 0120/240 3ph 0480 3W 3ph Other ®-Standard residential loads (Lighting refrigerator dishwasher washer) Check all that apply A/C ton) Range /Oven Hot Tub Clothes Dryer fgJ-leating Pumps Hp) FA-Water Heater Elevator Hp) Other Total square footage Voltage No Load Change Information form xls Name Street: City State ZIP Daytime Phone (if other than above) Name Daytime Phone 1 Name 1 Daytime Phone Name Daytime Phone Name Daytime Phone Existing Description of work: Supporting Documentation 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 ps o all motors over 5,4p/ Applicant's Signature A ,ICHT'\ENGP'>` #Original: ti tior' fu. Electrical Information Form Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 3 1 b W I.-elk °E- E 1 -0 I a 14 3 U. l 1 qa C c \-e P r3 uJ a 83(tt 4l°1 12.4-13 Home,Phone vZ,_, cod 4 7 4 3 1 Title Lau.s+ Company Company Company Aew ❑Multi family residence of units ❑Subdivision of lots ❑General service Other" L. evJ 5 1 Date 5 I& "i MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4711 WS WF -vied 1 1 24 Q 0 0 h 9 1 100A 919 -491C- 1 41 -r .:1 3F SECT C 6 W/3—LBC4 'I 16 J-35 160 17t— 0 0 0 0 461 75 21 RT' 1/0 i?,■LCN 2"PVC J-20 13 0 ---4 13 1 ,,,,ot,..„.1 11 1..6, Q. c4 -6 g '3(x2: 7 6 1 350 Tpx 12 X 11 I 1 T____ L. Villag Gi 2T 1 22 22 23 24 0 0 25 0 0 26 27 695 5 35 0 TPX 31 2/ 7 1617 Clallam County Assessor Treasurer Property Details 66741 HOUSING AUTHORIT Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 66741 HOUSING AUTHORITY OF CLALLAM for Year 2010 2011 Property Account Property ID 66741 Legal Description. PENINSULA VILLAGE V15 P6 LOT 9' SURVEY V68 P69 Geographic ID' 0630135700900000 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 1 21) Multi Family Redevelopment: N Location Address: 1943 VILLAGE CIR PORT ANGELES WA Mapsco C c; If Neighborhood: Exempt All Exmpt Reference Map ID' Neighborhood CD' 50110030 Owner Name HOUSING AUTHORITY OF CLALLAM Owner ID 31369 Mailing Address: 2603 S FRANCIS ST Ownership 100 0000000000% PORT ANGELES WA 98362 -6710 F Taxes and Assessments Due Property Tax Information as of 05/20/2010 Amount Due if Paid on. i Y_ear; ID Taxing Jurisdiction 2010 48774 ST SCH STATE SCHOOL Exemptions: EX First Second I i Half Half I Statement Base Base Base Amount Due Due Penalty Interest 1 Paid I Due $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 20 48774 CC -GEN COUNTY $0 00 $0 00 $0 00 $0_00_ _$0 00 2010 48774 _PORT PORT $0 00 4 $0 00 $0 00 $0 00 $0 00 $0 00 1 2010 48774 PORT ANG PORT ANGELES $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48774 S #121 SCHOOL DISTRICT #121 $0 00 $0 00 $0 00 $0 00 $0 $0 00 12010 48774 NTH OLY LIB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 1 2010 48774 HOSP #2 HOSPITAL #2 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2010 48774 WSMET PK DIST WILLIAM SHORE M_ET PARK DIST $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 12010 48774 WEED CONTROL WEED CONTROL $1 63 $0 00 $0 00 $1 63 $0 00 2010 48774 TOTAL. $1.63 $0.00 $0.00 $0.00 $1.63 $0.00 1 2009 667412008 ST SCH STATE SCHOOL $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667412008 CC -GEN COUNTY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667412008 PORT PORT $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667412008 PORT ANG PORT ANGELES $0 00 _$0 00 $0 00 $0 00 $0 00 $0 00 2009 667412008 SD #121 SCHOOL DISTRICT #121 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 2009 667412008 NTH OLY LIB NORTH OLYMPIC LIBRARY $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 !2009 667412008 HOSP #2 HOSPITAL #2 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 1 2009 667412008 FIRE PATROL FIRE PATROL $17 90 $0 00 $0 00 $0 00 $17 90 $0 00 http. /vpn.clallam. net: 8084 propertyaccess /Property.aspx ?cid =0 &year= 2010 &prop_id =66 5/20/2010