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Home My WebLink About140 Hancock Ave - BuildingPREPARED 6/25/09 11 02 11 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/25/09 ADDRESS 140 HANCOCK AVE SUBDIV TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC PHONE (360) 452 8281 OWNER ELMER P KROGUE PHONE (360) 452 4987 PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08 00001059 RES ADDITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 10/02/08 AP October 2 2008 8 36 50 AM 1pangrle JOHN 460 6902 WATER LINE INSPECTION IN THE YARD FROM BLDG TO BLDG October 2 2008 4 12 34 PM jlierly PL2 01 10/07/08 PB PLUMBING ROUGH IN 10/08/08 AP October 7 2008 8 25 29 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING October 8 2008 8 33 50 AM pbarthol PL2 02 10/09/08 PB PLUMBING ROUGH IN TIME 01 00 10/09/08 AP October 9 2008 8 36 34 AM 1pangrle JIM 460 6268 ROUGH IN PLUMBING AFTERNOON October 9 2008 4 22 31 PM pbarthol PLSP 01 12/04/08 JLL PLUMBING SHOWER PAN TIME 01 00 12/04/08 AP December 3 2008 3 25 29 PM 1pangrle BRUCE 808 2762 SHOWER PAN AFTERNOON December 4 2008 4 56 47 PM jlierly PL99 0 6/25/09 JLL PLUMBING FINAL A June 25 2009 8 03 29 AM permits COMMENTS AND NOTES PREPARED 6/25/09 11 02 11 CITY OF PORT ANGELES ADDRESS 140 HANCOCK AVE SUBDIV TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC PHONE (360) 452 8281 OWNER ELMER P KROGUE PHONE (360) 452 4987 PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08 00001059 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 BLFD 01 BAIR 01 BL99 01 6/25/09 ME99 01 6/25/09 9/15/08 JLL 9/15/08 AP 9/18/08 JLL 9/18/08 AP BL9 01 10/02/08 JLL 10/02/08 AP 10/09/08 PB 10/09/08 AP BL3 01 10/09/08 PB 10/09/08 AP BLI 01 10/10/08 PB 10/10/08 AP PERMIT ME 00 MECHANI'. PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PERMIT PL 00 PLUMBI REQUESTED TYP /SQ COMPLETED PL6 01 10/02/08 JLL IT DESCRIPTION RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES LIERLY BLDG FOUNDATION TIME 09 00 September 15 2008 8 41 00 AM 1pangrle ERIC 775 4513 FOUNDATION MORNING September 15 2008 3 42 50 PM jlierly BLDG FOUNDATION DRAINAGE September 17 2008 3 17 58 PM 1pangrle JAMES 460 6268 FOUNDATION DRAINAGE September 18 2008 4 16 10 PM jlierly BLDG SHEARWALL October 2 2008 2 48 08 PM 1pangrle JAMES 460 6268 SHEARWALL October 2 2008 4 12 34 PM jlierly BLDG AIR SEAL TIME 01 00 October 9 2008 8 36 00 AM 1pangrle JIM 460 6268 AIRSEAL AFTERNOON October 9 2008 4 22 31 PM pbarthol BLDG FRAMING TIME 01 00 October 9 2008 8 35 34 AM 1pangrle JIM 460 6268 FRAMING AFTERNOON October 9 2008 4 22 31 PM pbarthol BLDG INSULATION TIME 03 30 October 10 2008 8 36 48 AM 1pangrle JAMES 452 1059 INSULATION MID -LATE AFTERNOON INSPECTION October 10 2008 3 59 19 PM pbarthol BLDG FINAL June 25 2009 8 02 43 AM permits Jim 460 6268 MECHANICAL FINAL June 25 2009 8 03 11 AM permits PLUMBING WATER SUPPLY CONTINUED ONTO NEXT PAGE PAGE 3 DATE 6/25/09 DATE PERMIT U 6 h z /chi OWNER/CONTRACTOR C.1 hSrZdO( ADDRESS 1 46 Htol co c -c ELECTRICAL INSPECTION WIRING REPORT 417 -4735 INSPECTOR 1 APPROVED NOT APPROVED DITCH ROUGH IN /COVER SERVICE FINAL CORRECTIONS NEEDED U 7 AFF/z0 (91_1 L .)1 rOr AIDS r iin t 3450 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DO NOT REMOVE OLYMPIC PRINTERS, INC. (360) 452 -1381 Application Number 08 00001297 Application pin number 202355 Property Address 140 HANCOCK AVE ASSESSOR PARCEL NUMBER 06 30 09 5 2 2556 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc Low voltage 1 ton heat pump Owner Contractor KROGUE ELMER P 140 HANCOCK AVE PORT ANGELES WA 98362 ABSOLUTE AIR INC 2820 E HI WAY 101 PORT ANGELES PORT ANGELES (360) 452 8444 Date 10/13/08 WA 98362 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc Permit pin number 136176 Permit Fee 35 00 Plan Check Fee 00 Issue Date 10/13/08 Valuation 0 Expiration Date 4/11/09 Qty Unit Charge Per Extension 1 00 35 0000 EC EL LOW VOLTAGE 35 00 Fee summary Charged Paid Credited Due Permit Fee Total 35 00 35 00 00 00 Plan Check Total 00 00 00 00 Grand Total 35 00 35 00 00 00 INSPECTION TYPE DATE RESULTS DITCH SERVICE ROUGH IN FINAL COMMENTS: 01 11 6 AC) b119l63 +A ELECTRICAL INSPECTOR PREPARED 10 /10 /08 9 52 02 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/10/08 ADDRESS 140 HANCOCK AVE SUBDIV TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC PHONE (360) 452 8281 OWNER ELMER P KROGUE PHONE (360) 452 4987 PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08 00001059 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 9/15/08 JLL BLDG FOUNDATION TIME 09 00 9/15/08 AP September 15 2008 8 41 00 AM 1pangrle ERIC 775 4513 FOUNDATION MORNING September 15 2008 3 42 50 PM jlierly BLFD 01 9/18/08 JLL BLDG FOUNDATION DRAINAGE 9/18/08 AP September 17 2008 3 17 58 PM 1pangrle JAMES 460 6268 FOUNDATION DRAINAGE September 18 2008 4 16 10 PM jlierly BL9 01 10/02/08 JLL BLDG SHEARWALL 10/02/08 AP October 2 2008 2 48 08 PM 1pangrle JAMES 460 6268 SHEARWALL October 2 2008 4 12 34 PM jlierly BAIR 01 10/09/08 PB BLDG AIR SEAL TIME 01 00 10/09/08 AP October 9 2008 8 36 00 AM 1pangrle JIM 460 6268 AIRSEAL AFTERNOON October 9 2008 4 22 31 PM pbarthol BL3 01 10/09/08 PB BLDG FRAMING TIME 01 00 10/09/08 AP October 9 2008 8 35 34 AM 1pangrle JIM 460 6268 FRAMING AFTERNOON October 9 2008 4 22 31 PM pbarthol BLI 01 10 /10 /08 JLL BLDG INSULATION TIME 03 30 October 10 2008 8 36 48 AM 1pangrle JAMES 452 1059 INSULATION MID -LATE AFTERNOON INSPECTION COMMENTS AND NOTES PREPARED 10/09/08 9 46 05 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/09/08 ADDRESS 140 HANCOCK AVE SUBDIV TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC PHONE (360) 452 8281 OWNER ELMER P KROGUE PHONE (360) 452 4987 PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08 00001059 RES ADDITION PERMIT BPR 00 BUILDING PERM IT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 9/15/08 JLL BLDG FOUNDATION TIME 09 00 9/15/08 AP September 15 2008 8 41 00 AM 1pangrle ERIC 775 4513 FOUNDATION MORNING September 15 2008 3 42 50 PM jlierly BLFD 01 9/18/08 JLL BLDG FOUNDATION DRAINAGE 9/18/08 AP September 17 2008 3 17 58 PM 1pangrle JAMES 460 6268 FOUNDATION DRAINAGE September 18 2008 4 16 10 PM jlierly BL9 01 10/02/08 JLL BLDG SHEARWALL 10/02/08 AP October 2 2008 2 48 08 PM 1pangrle JAMES 460 6268 SHEARWALL October 2 2008 4 12 34 PM jlierly 10/09 JLL BLDG AIR SEAL TIME 01 00 October 9 2008 8 36 00 AM 1pangrle BAIR 01 JIM 460 6268 AIRSEAL AFTERNOON BL3 01 10/09/08 JLL BLDG FRAMING TIME 01 00 October 9 2008 8 35 34 AM 1pangrle JIM 460 6268 FRAMING AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 10/02/08 JLL PLUMBING WATER SUPPLY 10/02/08 AP October 2 2008 8 36 50 AM 1pangrle JOHN 460 6902 WATER LINE INSPECTION IN THE YARD FROM BLDG TO BLDG October 2 2008 4 12 34 PM jlierly PL2 01 10/07/08 PB PLUMBING ROUGH IN 10/08/08 AP October 7 2008 8 25 29 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING October 8 2008 8 33 50 AM pbarthol PL2 02 10 /09 /Jd8 JLL PLUMBING ROUGH IN TIME 01 00 i October 9 2008 8 36 34 AM 1pangrle Gt JIM 460 6268 ROUGH IN PLUMBING AFTERNOON COMMENTS AND NOTES 10/09/2008 15 04 FAX 36045284445 i Job wired by 4 Contractor Electrical contractor name (\1 71_)t kf. A ID _A e)(.._ Purcbascr s mailing address 2. 2-0 c_. PLA City State ZIP .1 t LXk A( 2D i .cX Telephone number FAX number 'Premises owner's name Address of inspection 1 L !\L 1- •v GC. C ity J /L l lLvetL Phone number to seheduleinapettion Owner as defined by RCW17.28.261=(I) Owner will occupy the structure for two years oiler this electrical permit is finaled. (7) Owner is required to hire an electrical contractor if above said property is for sale. rent or lease. Alter reading the above statement, I hereby certify that 1 am the owner of the above named property or a licensed electrical contractor. I OM making the electrical instal- lation or alteration in compliance with the electrical laws, N.E.C., RCW Chapter 29.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility SpecifiQ 4 Sine re o owner, ci trkoal contractor or electrical administrator g Date: 1.0 —C 1 `L E tr] r load dltlons and or syb factions CI NO LOAD CHANGES Baseboard KW O Furnace KW O Heat Pump Ton LAR O Fan -Wall KW SAME DAY INSPECTION, CALL BEFORE 7 :00 AM 360 -417 -4735 Inspection Date /oho/ o8 ROUGH .IN N THERMOSTAT /0 FINAL ro be -126! License number Date Expires CCo �I 6WiLi ti c (Cnfi Annoyed BY w4'- 2 �i R EAdthit OCT 1 0 200IBLECmICA WORx PERMrrAPPLICAflON •Installation description Owner c+ p Commerdid Residential 0 Cash Card 1 Expiration Date of card O Overhead Service Temp Service O Underground Service Date Aperovea By DITCH Dore Approved By Ana, Building or Equiptneat inspected O New 3Altered/Addidou U')w t;G R75. Check dit and irsa N I- Mastercard Discover C Ittspection fee SStYia Moil Voltage Phone 1:I1 O S Service Size: Feeder Sire: SERVICE Dote Atrotoved By FEEDER r 1 Doe AOpteeed by Action Taken AP a 0 01 Electrical Inspector 1 PREPARED 10/07/08 9 07 37 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/07/08 ADDRESS 140 HANCOCK AVE SUBDIV TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC PHONE (360) 452 8281 OWNER ELMER P KROGUE PHONE (360) 452 4987 PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08- 00001059 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 10/02/08 JLL 10/02/08 AP PL2 01 10/07/08 PLUMBING WATER SUPPLY October 2 2008 8 36 50 AM 1pangrle JOHN 460 6902 WATER LINE INSPECTION IN THE YARD FROM BLDG TO BLDG October 2 2008 4 12 34 PM jlierly PLUMBING ROUGH IN October 7 2008 8 25 29 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 10/07/08 12 46 30 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/07/08 ADDRESS 140 HANCOCK AVE SUBDIV TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC PHONE (360) 452 8281 OWNER ELMER P KROGUE PHONE (360) 452 4987 PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08 00001059 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 10/02/08 JLL PLUMBING WATER SUPPLY 10/02/08 AP October 2 2008 8 36 50 AM 1pangrle JOHN 460 6902 WATER LINE INSPECTION IN THE YARD FROM BLDG TO BLDG October 2 2008 4 12 34 PM jlierly PL2 01 10/07/08 JLL PLUMBING ROUGH IN October 7 2008 8 25 29 AM 1pangrle JOHN 460 6902 ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 10/02/08 9 23 30 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 10/02/08 ADDRESS 140 HANCOCK AVE SUBDIV TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC PHONE (360) 452 8281 OWNER ELMER P KROGUE PHONE (360) 452 4987 PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08 00001059 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL6 01 10/02/08 PLUMBING WATER SUPPLY October 2 2008 8 36 50 AM 1pangrle JOHN 460 6902 WATER LINE INSPECTION IN THE YARD FROM BLDG TO BLDG COMMENTS AND NOTES Application Number 08 00001261 Application pin number 385823 Property Address 140 HANCOCK AVE ASSESSOR PARCEL NUMBER 06 30 09 5 2 2556 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc Remodel 100 amp sub panel Owner Contractor KROGUE ELMER P 140 HANCOCK AVE PORT ANGELES Fee summary Permit Fee Total Plan Check Total Grand Total WA 98362 Qty Unit Charge Per 1 00 64 0000 ECH EL R OR RM 0 200 ALT SRV FDR Charged Paid Credited Due 64 00 64 00 00 00 64 00 64 00 00 00 00 Date 10/02/08 BOTERO SON ELECTRICAL 940 TAMARACK WAY PORT ANGELES WA 98362 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc Permit pin number 135749 Permit Fee 64 00 Plan Check Fee 00 Issue Date 10/02/08 Valuation 0 Expiration Date 3/31/09 Extension 64 00 00 00 00 III SPECTION\ TYPE DATE DITCH SERVICE ROUGH II'� FINAL COMMENTS: /oh !,0, 44\P 6 /1710 AP ELECTRICAL RESULTS INSPECTOR t7 t 0S. Z( /Signature X Elec i r; NO LOAD C Baseboard Furnace Heat Pump Fan -Wall Inspection Date ,11, Date Apprised By FINAL Date red By Job wired by Electrical Contractor Owner Commercial I GMT DI Electri contractor na e License number Date Expire 3(2 el CI New urcha is mailing address a 0 Aryl ni a Ac,)e- LA/ Cit State ZIP Telephone number FAX number §60 Q% 9/ a_ Tr e5 v 67- 97 &fc? 'Premises owner's name e IC. 1 :,709 0 1 Address of inspection ��Fl y66 ,4441 a e-/J n 7 nxc. Phone number to schedule inspection O, Owner as defined by RCW 19 28 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical instal- lation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28 WAC Chapter 296 -46B The City of Port Angeles Municipal Code, and Utility Specifications. ner electrical contractor or electrical administrator Expiration Date Date /�fcard Add' ,t and or subtractions NGES KW KW Ton LAR KW Overhead Service Temp Service Underground Service SAME DAY INSPECTION. CALL BEFORE 7.00 AM 360 -417 -4735 ROUGH -IN THERMOSTAT /04 Date Approved By DITCH Date Appr ed By Area, Building or Equipment Inspected RECEIVED_ RICAL WORK PERMIT APPLICATION OCT 0 1 2008 ►4a,z-Ar -u J'1-- A I r /Installation description -444 Q C h Check Credit Card Visa Card a Z4 Date Date [/R esidential ltered /Addition Mastercard Discover Inspection Service Information Voltage Phase 1 3 Service Size Feeder Size. SERVICE Approved By J FEEDER Appr ed By Action Taken Electrical Inspector S LINDBERG SMITH A R C H I t ,..E C T S September 25 2008 Jim Schouten Mill Creek Construction Inc. 4619 Old Mill Rd Port Angeles, WA 98362 RE Krogue Addition, 140 Hancock Dear Jim We have reviewed the shear wall calculations we did for the Krogue addition as requested The interior shear wall located a wall B' calls for Simpson PHD2 -SDS3 hold downs You asked if we could find a strap connection to use in place of the PHD2 -SDS3 We found Simpson HST2 strap that would handle the required up lift of 2266 pounds This strap would install into the face of the existing concrete foundation with (3) 5/8" diameter bolts with minimum of 4 embedment into the concrete and (3) 5/8' diameter bolts into the wall studs above If you have any additional questions please contact us Respectfully LINDBERG SMITH ARCHITECTS, INC., P.S. ith Arc ite Charles m ct fILE 319 south peabody suite b port angeles wa 98362 360 452.6116 fax 360 452 7064 email contact @lindarch.com www.lindarch.com PREPARED 9/18/08 9 33 43 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/18/08 ADDRESS 140 HANCOCK AVE SUBDIV TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC PHONE (360) 452 8281 OWNER ELMER P KROGUE PHONE (360) 452 4987 PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08 00001059 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 9/15/08 JLL BLDG FOUNDATION TIME 09 00 9/15/08 AP September 15 2008 8 41 00 AM 1pangrle ERIC 775 4513 FOUNDATION MORNING September 15 2008 3 42 50 PM jlierly BLED 01 9/18/08 JLL BLDG FOUNDATION DRAINAGE September 17 2008 3 17 58 PM 1pangrle JAMES 460 6268 FOUNDATION DRAINAGE COMMENTS AND NOTES R6 LINDBER6 SMITH A R C H I T E C T S September 16, 2008 Jim Lierly Community Economic Development City of Port Angeles 321 East Fifth Street Port Angeles WA 98362 Respectfully LINDBERG SMITH ARCHITECTS, INC., P.S. Charles Smith A? hitect RECEIVED SEP 16 2008 CITY UIILDING DIVISIONS RE Addition 140 Hancock Av Dear Jim We were called out to the addition at 140 Hancock Avenue to review the an bolts placement over the existing concrete bomb shelter 319 south peabody suite b port angeles wa 98362 360 452.6116 fax 360 452 7064 email contact @hndarch.com www.lindarch.com The addition called for a shear wall to be located on the east end of the structure which is over the existing bomb shelter We needed to have the anchor blots extend three inches into the top of the concrete roof of the shelter We observed the bolts being epoxy into place as per manufacture s requirements If you have any additional questions please contact us /t PREPARED 9/15/08 8 47 19 CITY OF PORT ANGELES ADDRESS 140 HANCOCK AVE TENANT NBR ELMER P KROGUE CONTRACTOR MILL CREEK CONSTRUCTION INC OWNER ELMER P KROGUE PARCEL 06 30 09 5 2 2556 0000 APPL NUMBER 08 00001059 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLFO 01 9/15/08 INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV BLDG FOUNDATION TIME 09 00 September 15 2008 8 41 00 AM 1pangrle ERIC 775 4513 FOUNDATION MORNING COMMENTS AND NOTES PHONE (360) 452 8281 PHONE (360) 452 4987 PAGE 3 DATE 9/15/08 SP-JP tegLID epeixty 44,b c) cotoAii-_c Application Number 08 00001059 Application pin number 974865 Property Address 140 HANCOCK AVE ASSESSOR PARCEL NUMBER 06 30 09 5 2 2556 0000 Tenant nbr name ELMER P KROGUE Application type description RES ADDITION Subdivision Name Property Use Property Zoning Application valuation Owner Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 MECHANICAL PERMIT 133074 72 05 9/09/08 3/08/09 T.Porms /Building Division Building Permit (05 /13 /08).wpd RS7 RESDNTL SINGLE FAMILY 23280 Application desc NEW 240 SF SUNROOM ADDITION WITH DECK ABOVE Contractor ELMER P KROGUE MILL CREEK CONSTRUCTION INC 140 HANCOCK AVE 4619 OLD MILL RD PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 4987 (360) 452 8281 Structure Information 000 000 NEW 240 SF SUNROOM W /DECK ABOVE Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 240 SF SUNROOM W /DECK ABOVE Permit pin number 133058 Permit Fee 403 75 Plan Check Fee 161 50 Issue Date 9/09/08 Valuation 23280 Expiration Date 3/08/09 Qty Unit Charge Per BASE FEE 22 00 14 0000 THOU BL -2001 25K (14 PER K) Qty Unit Charge Per BASE FEE 1 00 14 8000 ECH ME INSTALL 100- FAU 1 00 7 2500 ECH ME VENT FAN Date 9/09/08 Extension 95 75 308 00 Plan Check Fee 00 Valuation 0 Extension 50 00 14 80 7 25 Permit PLUMBING PERMIT Additional desc Permit pin number 133066 Permit Fee 86 00 Plan Check Fee 00 Issue Date 9/09/08 Valuation 0 Expiration Date 3/08/09 Qty Unit Charge Per Extension 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 p a t Print-t ame ignature of Q(ntractor or Authorized Agent Signature of Owner (if owner is builder) engli 6 -z sa� CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES CALL 417 -4886 FOR BACKFLOW PREVENTION 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 AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION• FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT S's PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T c c/a, ILii n /RI ildim Permit (05 /13 /081.w6d BUILDING PERMIT INSPECTION RECORD I I I I I I I I I FINAL I FINAL DATE ACCEPTED BY. SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED BY. I I I. I I I. I 1 Application Number Application pin number Qty Unit Charge Per BASE FEE 2 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 1 00 15 0000 ECH PL- EA BLDG SEWER Special Notes and Comments The Fire Department has reviewed the project application and has no comments August 28 2008 5 43 13 PM sroberds The proposal will result in a second floor addition /deck /sunroom in the RS 7 zone for totl lot coverage of 20* No land use issues are anticipated Public Works Utility Engineering has no requirements for this plan review Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T.Forms /Building Division /Building Permit (05/13/08).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00001059 974865 STATE SURCHARGE 4 50 Charged Paid Credited Page 2 Date 9/09/08 Due 561 80 561 80 00 00 161 50 161 50 00 00 4 50 4 50 00 00 727 80 727 80 00 00 Extension 50 00 14 00 7 00 15 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) FIRE PLANNING DEPT BUILDING INSPECTION TYPE FOUNDATION: I FOOTINGS SHEAR WALLS WALLS FOUNDA'I1 DRAINAGE' DOWN SPOUTS PIERS I POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT I 's PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL 'LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING T c ciao 1,1, n, n /t 'Ir Permit (05/13/081.wod BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES CALL 417 -4886 FOR BACKFLOW PREVENTION 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 AND APPROVED PLANS AT THE JOB SITE. DATE ACCEPTED YES NO 9-t s- U SLL I I I I k -I 8' °3 la 1-1-- 417 -4807 417 -4653 I I I 417 -4750 I I I 417 -4815 I l 4 q I 4- I I� �nt owl. n 10-7 08 3'LL- �I� cI 0 I x FINAIIE3 Z5' DATE M.- ACCEPTED BY. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL FINALE Z 5 0 `DATE CJ "'L_ ACCEPTED BY. SEPA. ESA. SHORELINE. ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT PLANNING DEPT I BUILDING COMMENTS DATE ACCEPTED YES I NO t 0 Applicant or Agent T c4 M1. f 6,J r s r Phone Property Owner p rtY NOG Phone l' -�-ta� Property Owner's Address Po y, Contractor /Engineer S.Phone Contractor /Engineer's Address I'j, c.) License PROJECT ADDRESS /l jo #4 C Gil Parcel Number /)4 c c757, r 7O Proje Type Brief Description: .(Residential Check all that apply New Construction XAddition Remodel Repair Re -roof Demolition Heat System Other Floor Areas Existing (sa. fL) fposed (sa. ft.) Basement 1 Floor 1.3 i I 2 Floor 3` Floor Garage 4133 Carport Covered Porch Deck Shed 7,4 Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Xiavo /2-y?") Sc)r.l rzooKA pthorrco,J IA) r7o- At_wmie r%Heat pump wood burning stove gas fireplace pellet stove other Commercial Total footprint of structures 2 c2 sq. ft. Lot size /3 /ZS Max. height of proposed structures 13 ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? 62Q_ Construction type Expires 9. e• bee,I■ t2 c o 2c{ 'R5,O Lot U Zoning Multi- family Industrial TOTAL VALUATION For City Use Only Date Received g-2.6-08 Permit Date Approved per sq. ft. of bedrooms of full baths of half baths ys7- 67-Ag y(,O (sz�8 t FAO, 60 2,110 ,60 A 3 Z$ 0, 0b sq. ft. Lot coverage 20 ao 41 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. Date /ZS lh Print Name S Y' Signature T:Forms/Building Division /Bldg Permit Appl. -2006 Code.doc I Hancock•Ave to 22 .1 Lot Area 105 ft x 125 ft 13,125 sq ft Garage Total Area of Structures 2384.24 sq ft Current Structures cover 18.2% of lot area Wooden Fence Area 488.4 sq ft Concrete Pad SIMPLIFIED SITE PLAN FOR 140 HANCOCK AVE SCALE DRAWING NOT PRECISE MEASUREMENTS ROUNDED FROM SURVEY MAP L of Storeroom N. Carport N- N Area 554 sq ft 20.0' 0 ai 105 ft Total Area of Structures with 240 sq ft Addition 2624.24 sq ft After New Addition, Structures would cover 20% of lot area Upstairs Overhang 57.2' House Area 1341.84 sq ft 105 ft 36':9' Wooden Fence Page 2 20.3' Planned N Addition 0 N A N ch REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE. App 1 20' E. P KROGUE, 360 452 -4987 25 AUGUST 2008 1 C d to cC W s t O z 1 78' AP- Shed tir 12.65' North A to N NEW REMODEL 1 ADDITION 140 HANCOCK AVENUE, PORT ANGELES, WA SITE PLAN AND INFORMATION 1 Site plan from surveyor 2 Simplified site plan 3 Photograph of area for planned addition /remodel EXISTING STRUCTURE AND DEMOLITION PLANS 4 Existing Main Floor Demolition Plan 5 Existing Basement Demolition Plan NEW FOOTINGS AND FOUNDATION 6 New Foundation Plan (Plan View) 7 New Foundation Plan (Right Isometric View) 8 Load bearing beam on south foundation (front view) 9 New Concrete Patio.Plan NEW FLOOR PLANS 10 New Floor Plan for Downstairs Bathroom (plan view) 11 New Floor Plan for Main Floor Remodel/ Addition (plan view) 12 New Floor Plan for Main Floor Remodel/ Addition (right isometric view) 13 Lighting Plan for Main Floor Remodel /Addition (reflected ceiling view) EXTERIOR VIEWS AND ELEVATIONS 14 New Addition (Right Isometric View) 15 Front Elevation of New Addition (looking north) 16 East Elevation of New Addition (looking west) 17 West Elevation of New Addition (looking east) 18 Roof View CUT CROSS SECTION VIEWS 19 Cross Section Through New Addition (Looking North) 20 Cross Section of West Wall (looking west from Inside) 21 Cross Section of East Wall (lookinge east from Inside) CITY OF PORT ANGELES Constr egos Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this jurisdiction. 172(, By Approval Date t0 o2 .01sj e� vyP CONTRACTOR/BUILDER MILL CREEK CONSTRUCTION DESIGNER HOMEOWNER E. P KROGUE 140 HANCOCK AVE 360 452 -4987 FILE. 21AugTOC.xts, Sheet: Sheet1 Page 1 8/25/08 5' r .GEND "9..5 SPOT ELEVATION itf vAslit 2.304 .PeN„e.r.L_0, ss -0 LAO XPIRES: do, f ir 404 v e 0 Cr A- 20.001 1"--= 20 0 10 20 40 SCALE 1N FEET P/A- C; WATERLINE' rr.r11""k r wt ^t' v t AUIE:1: i CJA 4 0 13 A z NOTES 1 THE CONTOUR LINES SHOWN HEREON WERE OBTAINED FROM DIGITAL Fil AERIAL MAPPING PERFORMED FOR THE CITY OF PORT ANGELES IN 1995. 0 PHOTOGRAPHY IS 2006. 2.) LOCAPONS OF MUNICIPAL WATER AN[) SANITARY SEWER LINES SHOWN ARE BASED UPON CITY OF PORT ANGELES 2001 MASTER UTILITY DRAWING: WENGLER SURVEYING MAPP1 -FENCE %RETAINING WALL 12.65' 703 EAST EIGHTH STREET PORT ANGELES, WASHINGTON 98362 22.1 Area 488.4 sq ft Concrete Pad SIMPLIFIED SITE PLAN FOR 140 HANCOCK AVE SCALE DRAWING NOT PRECISE MEASUREMENTS ROUNDED FROM SURVEY MAP L vi Storeroom/ r Carport N Area 554 sq ft 20.0' 0 a, 105 ft Lot Area= 105ft x125ft 13,125sgft Garage Total Area of Structures 2384.24 sq ft Current Structures cover 18.2% of lot area Wooden Fence Total Area of Structures with 240 sq ft Addition 2624.24 sq ft After New Addition, Structures would cover 20% of lot area House Area 1341.84 sq ft 105 ft 36.9' Wooden Fence Page 2 20.3' Planned N Addition 0 N A Shed 12.65' rn c 'C CC N W Upstairs Overhang 57.2' North A to N REMODEL/ADDITION 140 HANCOCK AVE, P.A. WA SCALE: App. 1 20' E. P KROGUE, 360- 452 -4987 25 AUGUST 2008 odrikdoo p9 Coosa 90NN -v7 yd v2;11 0-09P ROOF OVERHANG TO BE REMOVED GENERAL NOTES r 1 ALL CONSTRUCTIO TO ADHERE TO THE CURRENT INTERNATIONAL RESIDENTIAL CODE 2. MIN. SOIL BEARING PRESSURE 1500 PSF 3. ALL POST TO BEAM CONNECTIONS TO BE MADE WITH °SIMPSON STRONG TIE° OR EQUIVALENT 4 VERIFY ALL DIMENSIONS IN THE FIELD 5. HEADERS AND SHEAR WALLS IN ACCORDANCE WITH SPAN TABLES, CURRENT INTERNATIONAL RESIDENTIAL CODE, OR SPECIFICATIONS OF ARCHITECT /ENGINEER Page 4 WALLS TO BE REMOVED EXISTING MAIN FLOOR DEMOLITION PLAN REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN 1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 N EXISTING RAFTERS AND CEILING JOISTS TO BE TEMPORARILY SUPPORTED DURING EXTERIOR WALL REMOVAL AND THEN ATTACHED TO NEW HEADER BEAMS IN NEW WALL BEFORE TEMPORARY SUPPORT IS REMOVED n Il Page 5 WALLS TO BE REMOVED CURRENT SHOWER TO BE REMOVED EXISTING BASEMENT DEMOLITION PLAN REMODEL/ADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN 1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 N A NEW 6" WIDE FOUNDATION REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/41N 1 FT E. P KROGUE, 360 -452 -4987 25 AUGUST 2008 NEW FOUNDATION PLAN (PLAN VIEW) 1.1 4 4f+ f4 4 4 4 4t+ i+ 4 44++4 +4+ +++4++4+4++4 ++#+4+4+44# +4++44 4i+ 1 4 4 i 4 4 4 4 4 i #4+i +4 +4 +4i+4+ +44+4 +4 ++4 #4 +4 +i +4i+ +444 +4+ +444 +414+4 +4 +4 +4 4 �4 +4 +44 i+ +4 4+ 4+,! 1 i 4 4 4 4, 4 4 4 DRILL AND EPDXY (3) #4 BARS AT FOOTING AND FOUNDATION WALL FOR NEW FOUNDATION CONNECTION NEW FOOTING, 12" WIDE, 6' DEEP EXISTING BASEMENT FOUNDATION TO REMAIN NEW FOOTING, 16° WIDE, 6° DEEP NEW 8" WIDE FOUNDATION Page 6 +4444+ 4+++++ +4 +4444 •I++++++ +4 +4 +444444� .4.+.# 4 i ,4.4 4 }�4� EXISTIN( BOMB SHELTEF TO REM/ NON LO /.D BEARING 4 OR 6" RETAINING WAL NEW 6" WIDE FOUNDATION NEW FOOTING, 12" WIDE, 6" DEEP NON LOAD BEARING 4 OR 6° RETAINING WALL NEW FOUNDATION PLAN (RIGHT ISOMETRIC VIEW) Page.7 EXISTING BASEMENT FOUNDATION TO REMAIN EXISTING BOMB SHELTER TO REMAIN REMODEL/ADDITION 140 HANCOCK AVE, P.A. WA SCALE. 1/4 IN 1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 LOAD BEARING BEAM ON NORTH SOUTH FOUNDATION INTO (FRONT VIEW LOOKING NORTH) PAPER 5 1/8' x 18' GLULAM BEAM BEAM SIZE SPECIFIED BY ENGINEER SO THAT NO STRUCTURAL LOAD IS CARRIED ON EXISTING BOMB SHELTER. CALCULATION OF SIZE WAS DONE ASSUMING THAT NO LOAD WAS CARRIED ON FOUNDATION CLOSER THAN 1 FOOT TO BOMB SHELTER WEST WALL Page 8 CANTILEVER SECTION t +t t+ 4 t4 }44 4 4 4 4 4 4 44 of ittt +444t o +40 +tt# 4 4 #4 t �4 +i *�i� +t+ .1-•%. :4 4.W NON LOAD BEARING 6° WIDE RETAINING W EXISTING BOMB SHELTER TO REMAIN REMODEL/ADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN 1 FT E P KROGUE, 360 452 -4987 25 AUGUST 2008 RAMP LOW RETAINING WALLS NEW CONCRETE PATIO PLAN BOMB SHELTER PATIO 4 CONCRETE I, Page 9 8' 11 1/2° 8' 0 in 5' -8 1/2° N A 00 N REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN 1 FT E. P KROGUE, 360- 452 -4987 25 AUGUST 2008 U) O NEW TUB INSTALLED IN PLACE OF PREVIOUS SHOWER Page 10 3/4 PLYWOOD SHEET OR 2' BLOCKING ADDED TO EXISTING WALLS TO SUPPORT GRAB BARS NEW FLOOR PLAN FOR DOWNSTAIRS BATHROOM REMODEL/ADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN =1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 N A Shear Wall 9 io ZV SI leaf Wall Trench Drain 'EXISTING WALLS IN YELLOW NEW WALLS IN BLUE I' ADA Qualified Sink Installation 3' 11 Shear Wall Flat Floor Roll -In Shower with Single Slope of 1/4 per foot to the West 20' -0° Page 11 NEW 3' DOOR aaMIN >✓iRt= Pao, oR50L..Io CURE NEW 3' POCKET DOOR Plumbing Rough -in for Utility Sink Shear Wall 3' -2° 6' -9° Wall Opening to hold TriFold Patio Door Shear Wall 4° SHEAR WALLS TO BE BRACED AND FASTENED WITH SIMPSON PHD2SDS3 AND SSTB 14 ACCORDING TO INSTRUCTIONS FROM ENGINEERING STUDY NEW FLOOR PLAN FOR MAIN FLOOR REMODEL ADDITION (PLAN VIEW) REMODELIADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN =1 FT E. P KROGUE, 360 -452 -4987 25 AUGUST 2008 N A NEW FLOOR PLAN FOR MAIN FLOOR REMODEL ADDITION (RIGHT ISOMETRIC VIEW) REMODEUADDITION EXISTING WALLS IN YELLOW 1 I 140 HANCOCK AVE, P.A. WA SCALE. 1/4 IN =1 FT NEW WALLS IN BLUE I I E. P KROGUE, 360 -452 -4987 Page 12 25 AUGUST 2008 EXISTING WALLS IN YELLOW NEW WALLS IN BLUE I r I Page 13 S s 0 1 4 P 1 C:, -0 la- d L 17 LIGHTING PLAN FOR MAIN FLOOR REMODEL ADDITION (REFLECTED CEILING VIEW) C IO REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN 1 FT E. P KROGUE, 360 -452 -4987 25 AUGUST 2008 N A Z �_X_X _X X y am _:e W Z5 0 2 F- cc W 5 N Z C7 cc SOLA- TUBE LIGHT TUBE GROUND LEVEL FRONT ELEVATION OF NEW ADDITION (LOOKING NORTH) A I 1{ II1111I 1�ll llll[�1��Ui1��fil�i� -�i II I- -1 I I I 1 I I I I f 1 Page 15 II II II II II NORTH INTO PAPER I- i REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN 1 FT E. P KROGUE, 360452 -4987 25 AUGUST 2008 EAST ELEVATION OF NEW ADDITION (LOOKING WEST) NON LOAD BEARING 6 IN RETAINING WALL Page 16 N GROUND LEVEL REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE. 1/4 IN 1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 I GROUND LEVEL BOLA-TUBE LIGHT TUBE ti EXISTING FOUNDATIO WEST ELEVATION OF NEW ADDITION (LOOKING EAST) I 44 +fi +1441 #4 #iii+4y {444444+ +#+++y #++i #�1 if f+4 +i #4} }4444++} 44+44} }4144 #4 #4f4 }4 #4 +4 }+44 art+++++} ++t i 4444+ 444 #+44444+41++44 y4 }444 #4+++i ++4#}4ft## }44# 444 +#4 }4+ 444}} +tt +rfi4 #4444 #tt #+r+4 #}+4 +y 4 ;+4 +44} }J +44#}4 +4 +4fi4 +444 #i }rr #i}4r4#} }+4 44+ 44}}}+}++4}}+4t 4+} }r ++4 +4y+### +4+ }4++# ++4t 4+444# }444+ +444y144f +y4 #4h+y4 {4444444 #4f+ i #4 +if }ft +iii4fi4t +4#4++444#4 }4441 }4 +4 }+4 +f} 4i }4#+ #+4+i #t} }44+}+44♦} }44+4++ #4444+++ 1 }4444+ +4+ +4 444#4 +4 f 4 +4 +4 ii}}4+4 +4+ #4+ +4i }4 +fi# #441 }4++#}4 #4444 }+44+444+ i +4 }+44 ??44 +41 +4444 #J +444 +4 +1y }f +4f 4444? 4+ +4 }f +fi +4 +}4441# +4 +1i ++44 +4y +t +yy1 ++iilih 4+f ++4+4 ++r +i4i +fi +4 +44 +44 }+4 +fiyt+ 444++4+# 44444 +4t+ #444 }J4 #4} 4# 4 +4#44+ +4+ 4 +}}}+4 +f4 +4444 #4 }t }4 4# +144 +Ji} }4444 }J +444441 4}+4 4i }4+ +4 +44 #fi} f +4 +4 +444 +fi +}}44O# tfi +4 i i +44+ i +4+ +#t+ 1 444++ }4 4 +4 +ii 444++ 44 ++44 +44444444i444++J4 #4 +4+4+++ 4444 +++1+ +4 +i4444y44f +tii4h 4444+ 4 f +4 +4 4 +4� F +4 +4 f +4 +4+ a4 +4 +4 +4 +4 +r +4h 4+ +,4 +4 +4 +4 4444+ f++ 4 +4 +4 4 4r +4 +44 1 +4 +4 +4 +4+ +44 }4 +4+ +41 #4 +4}4 +4+ +4 +4 }4 +4 +4+4+4 4 4 Qfi +4 +4+ +4+4 +4:+4y# #4 +444+ +y +ty4h +4 4 4 44 }44 }4 444444# +4444 44441 +44 }4 }4 #44 #44444 i 44444444+ +4+#1444441 +4+4 }44 }44 +}4 +#4+ ++4444 4 4 #4+4 +4+4+ +#4 +4 +fi 4+ 4t+4i4+4+ +#44444+4 +4 #4+44+1 i4# ++4 +4+± 4#444++ 4 4 4 4 444 #4+ i 4 }4 }44444 44 #4 }44 }4J444 +4 +444 }44444+4 #4 i0+ +ii }444 +4i +444 it 4i+ 4 44144 ++4444 }4 #4+4 #+44 i ++,4 +44+4+ +ty4}+ ++4+ 0 4} h +}ff }ffi }4 4� }4 +044 44 ++#4### +4 #4444#444f4i+ 4 44 4 4 4 4 4 i 4 f r "4 'i 44 #4 #4+444 14 41 #4}4 +4444 4 }4 }4 }4444 }4 +4 }44 44+4+4+44 4 #4 }4 +4 +4+111+1+ i }4 }4 }i +if444 4 +4 +4+ i 4 44 4#++ t +44 #4+ +444 +44++4 44 }4 +i4 44+4144 +4i 44+4 #4+ 44yiy{y4�44 ♦4/44 1 4444 #4 +41 +444 +444? +4i 1144 #4+ +44+444}4 }44 +14444 4 i# 444 }4+4+ #4 #4+ f' 4 +4 +4+4 }4+44 +4 +44444+4 +4 +4+4 +44444 +414 +4441 #4144444+1444+ +-F 4 }1 4+444### 44 }444 +4 444#4 +44 +t +'0+ +4 +4 +i+ +r1 +h y1 +++y +44 +yy+ 4444 +r ++4i+ +ti +4r }r +4#r 444 {+4 +f }44+44+4++ 4444++} }44hi +44 +i} }444# }+44 +sr ++t +rr +4 }4444. }4#}h +r+fi 444 #+4*} #4+4++1+ +444+++ #i+t4 #4 }4+ }t 4h} 4}i 4+++Fi###+{ 4++ +44 +4+ +4 }4 }4+ #4 +41 +44# #+4 +44##+{#+,+4 #iy44 +444444444 #ti +i ♦+14 +f44 #+44 }4f #4 #4++ #444+ +1 }44 }44 #4 }41 +h4 +4 #i ♦4 +f #44 +44 +4f #444 +400 +4 +444 +40#4 +4 +4+ +4ri444J4 +4+ +i #i +i +i+i4 +4 +4 +4 +4 +4 +is4 #4 +44444+ +4 +4 +4 +4 +4 +4 }4 +4 +4 +4 +4 +444 +4+ Page 17 EXISTING BOMB SHELTER 1 C RAMP UP TO NEW DOOR r REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE. 1/4 IN 1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 L REMODEL/ADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/4 IN 1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 ROOF VIEW 1 1 1 Page 18 N A 1 CROSS SECTION THROUGH NEW ADDITION (LOOKING NORTH) WALL CONSTRUCTION: SIDING TO MATCH EXISTING SIDING OVER 15# BUILDING PAPER OVER 1/2" CDX SHEATHING 2X6s at 16° ON CENTER WITH R -21 INSULATION AND 5/8° TYPE X GYPSUM WALLBOARD 3 1/8° x 10 1/2° GLUELAMBEAM SPECIFIED BY ENGINEER METAL FLASHING TO BE PLACED BETWEEN MUD SILLS, FLOOR BEAMS AND RIM JOISTS BEFORE CONCRETE IS POURED FOR RAMP AND EXTERIOR PATIO Page 19 II 4 x 12° BEAM #2 DOUG FIR SPECIFIED BY ENGINEER I I II �4 f r++++ 'r+atr t' +r r+ 't' #4'• +w •a a +4$i *i *i *i *tom *++��i *1 r *i* %4 +�i +i +1444 +l *i +I+ 4* 4i+ 4*+* 4* 4* 4* r*+*}*+*+++*+++*** 4*++ 4*+* 4* 4* 4*+* f*f*+*+++*++ i i* i* f+ tf* 4*+* f*}*+* 4*+*++ 4*+* 4* *f4« *4 *f *4 *4 *414 4 *4 *4 *4 *4 *4 4 4 +44 *4 +4 #4+ *4 *+t f ++4+ +i4 +4* +444 ++4f�4, 4+# 1 4 1 +4 t *f 4 +4 }44 44} *444 *4� 4 +4+44 *4 {4+i 4 4 «4+ *444 +i4i 4 4+ i 4 f 1 4 4 4 f 4 4 1 4 4 4 4 '4 ;,+1� }444 +4+ f +x *t +4 }4+444+++ 1+4+141* *4 +F *+i+4+ +a444444i# 4 *a #i +44444 #4444 444 t+ +4 +i4 +4+4{ y (4444444+ *+441+444{ f +44444+4 *«4+44 t+ }444+4+1 *+44 *4 i *+4i ++4 +44 *4 *4 «44+ X44444 +4+ �4 +4 +4 +4f ;4 ;i; *44«1+4 *4 a 14+4+*; 1411 +(44444+44 +4t +44 +4444+1+ 1+ +44«4 +4+++ +441 {4 +{14 +44 {44+4+ +44444++4f44x 44 *?4444 +4 +4 +4 +1i i4 }444444 #4 #4 #4 #1 +4 X 4 4 i 14+444+ f 44+144+44 *«4+ 4414 *+414}1+ *4 *f +4+4+1{ *44«4+ s 41+4+4+ +444444+4444444+4 +44 «444 +4414 *14 4 4 4444(4+*# 4 #4 #4 #14 *+1441+4+4 +44 «4+1 #4# 4 4 i4 #4 +4444+ +41+4 *f *4 +44 #14 4 +144+*+*# 4 }1444 f4 +144 +4 4444+ 4+ 1+ �4 }4t4 +4 +44i4i4i�! +4ii444 +4 i 44 +44{+444+«a+4i4rx 4a +iiaa++4+ 44444+4 +44444+ +f }4+111+44+ 444+444# +4 41 #44 44 *4:11 +4 +4{441 ++4444+41 *4441 }444++ *4444441{ *4444+444+ «4« 4444 444 *44444444 *i4 +4 ++a#4 +4 *i4 +4 +441+ 4 +i4 +4 +i +4 +4 +44*± +4#444 +4 *44 +1+ +1 +�h4 a 4 +1 +4 +4 +4 +1 +a 4 ,i 4++++++ 1 4 +4414*+ 4+ *44414* +i4 i� +1444+ {+14141+141# 4441+1444 i 4 1 1 1 4 4 1 4 i i i 4 ♦y +iii +fi44i +ii1 4444444+ 1 «i4i +i4 +ii +i4��P4'k+i +'f at +4 +4444 fi StAk +4+ f +44 ;*4 4+ +1+444+: 4 ;4444* t +iii 1+4+4 +x+««44+ *441 i i'; 4 4 4' 4ii }14:4114 *ri4444s4 *4i i +i 4 F1444 4 4 *4i++ 4 +#+4144 +4 *+aiaiai4i a *#44:4:4 t #'4" +4 ♦f* 4+4 144444 +++4}444444 4++4 t4+ +44+++4144 +444444 +#�4 4 +4 +1 +1 *r ++W 4 +44* ;4 +aa++ +:4r: +414:4 *4 :44:4:++ +f i4 +4 4: #4+4 +41 ++:444 44: *44+:4:4 +1 iT1 +r :4 :44: :ir: ;i4t +i4i +a:4 +4 4 +4444 :*+:4a ++i 4 :+4a +4*+++ :41 ::4444 i4:+ 4+:*++++++*+* a:*+++ 1++: 4++*+ 1a* ++if +4 ++14*+* ++*4 f a :4444 :+4 O* i* :i +i :1 4: }a4 ++4 1 ;444 +a4 +4 *+144 +44 ::ia *4 +444:++ +4 444:4 ::i ;44:4:4 +a+++ ;4* :i a+ :44 44 +i4 +4i +444* :4 ;4144 +4: i 14:4::*+ i+ i+ i+ i+*+*+ i+*****+*+*4*+ 1+:} i+: r4+ +14 +i :4i +*4 +4 :+14:4/+++ 4 +ia 4 1+ :441 +1 i4* *+*4 *4 *fi4 ++4 ;a+4 411++++ +a+ :$0 ++4r +4 ++4 }4+« ++4 +a +44'+4 ++4 4 444 +4a +at r+ 4++«} r+++ r +++a +i +t t +r +i +ta4a +4« 4 #alai**+ «4+++a +4++ 4x44 ;+++44+1++ +4+4+14 +4++ ++f +++4 +«++++4++ }4(44 +4 44 «4 x+ #4« +44 +4+4+ +4 +4 +4444 +44+ «+4++4 +4+44+ +1 +4 +++444+44* x +44+4 +4 +444 +f4444i +44+ «44444 #i ++44 #444«;4 +441+4 441# +4444+ +444 +4 +44 +44 «+4 +i ♦«4 44 4# ++4 #4«4+44 +;a +444+ 4441 +1 #4 4444 f +ii444+4444 +++++4++ +44 441 ;*4+#44+ +444+ +++4 4x +4x++444+4++++ 44 +44 +4144 +4 +t4 }+4 +414 +44 +1 +4(4 +44} }444 +4 +++44 ++4x }4 +444+1+ *44 :41« 4:1:4 +4:41+ +1+ 1 *a* +4 :4414 *++++i4 +4 *41,4{, +�F 4+*+* 1: aiai4*+ a*+ a:*+: i+: a :i4 +4 +41+ +4 }+,ft +.+4.+. 4 4 aO +4 :*4a 1++ #a :i4: +:4444: }:4: x:*+`++ x 4: ;:4 +44 +44 ++1 +14 +a +44++4+ **44: ++4+444 44 4 +4 ;44444 +44+4+ +44++ 44+x; +444 +4+4 ++44444 +f t+4 +4 :44* +14:4* 4 i4:: 1+** 1+4* 414 i+* 4 :1a 4 +44 +:1+ *f *4: :141 ;i4 :4:4: +14 *+1++: :1444: *++4++1 i! f +i i *4 +44 1 +a+ :4,' 1: +4 +4 +4 :4 *iRiPI a 4 a 1 4 }4 ;44 t +44 4444# +44 44 444 44 44 «+4 +4444+4+444 ++{4444++# #4 4 4 +ii4 4 #4 +14++4 +4 +i1 ++x ++4+ +4}414# }x44+ }4 +441+ +y +i 1+41+±1 a +y +y +i y++yiy+±++ 4 +4 DISTANCE FROM EXISTING FOUNDATION TO TOP OF BEAM, VERIFY ON SITE ROOF CONSTRUCTION: LockDry ALUMINUM DECKING OVER CRISS- CROSSED SLEEPERS OVER WATERPROOF MEMBRANE OVER 15# FELT OVER 1/2° PLYWOOD OVER 2' x 10" JOISTS WITH AT LEAST R -30 INSULATION FLASHING INTO EXISTING ROOFING: WATERPROOF MEMBRANE LAID UNDER SLEEPERS ON EXISTING ROOF METAL FLASHING LAID UNDER EXISTING METAL ROOFING AND EXTENDING 6° TO 1 OVER LockDry ALUMINUM ROOFING NORTH INTO PAPER J REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE. 114 IN 1 FT E. P KROGUE, 360 -452 -4987 25 AUGUST 2008 A 2° x 10° JOISTS REMODEUADDITION 140 HANCOCK AVE, P.A. WA SCALE. 1/2 IN 1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 CROSS SECTION OF WEST WALL (LOOKING WEST FROM INSIDE) Page 20 N 3 1/8° x 10 1/2' GLB SPECIFIED BY ENGINEEF N CROSS SECTION OF EAST WALL (LOOKING EAST FROM INSIDE) 4 x 12° #2 DOUG FIR SPECIFIED BY ENGINEER o t o t i 4 4 t 4 }i +X 4 +44 4f t 4f tt 1 4 F 4 f t +44 4 �4 4 4 4 4 4 44 44 4 4* 4 t *t 4 4 4 i +4 4 4 4 4 4 4 44X: 4 i 4 T. +4 r i 4 44 44: ++4t 414 44• s14Jt 4 *4+ 44+ 4 1 4 +44' 444 414 *t 4 .4 4 1 444 4 4 +t .?)6-1(2 /t VC, Page 21 REMODEL/ADDITION 140 HANCOCK AVE, P.A. WA SCALE: 1/2 IN 1 FT E. P KROGUE, 360 452 -4987 25 AUGUST 2008 Application Number 03 00000611 Property Address 140 HANCOCK AVE ASSESSOR PARCEL NUMBER 06 30 09 5 2 2556 0000 Application description ELECTRICAL ONLY Subdivision Name Property Zoning Application valuation 0 Owner KROGUE ELMER P 140 HANCOCK AVE PORT ANGELES WA 98362 Permit ELECTRICAL NEW RESIDENTIAL Additional desc Sub Contractor HALVORSEN ELECTRIC Permit Fee 99 00 Plan Check Fee Issue Date 6/29/03 Valuation Expiration Date 12/26/03 COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 121 EAST 5TH STREET PORT ANGELES WA 98362 Contractor HALVORSEN ELECTRIC 1426 W 11TH ST PORT ANGELES (360) 457 7803 Date 6/29/03 WA 98363 Fee summary Charged Paid Credited Due Permit Fee Total 99 00 99 00 00 00 Plan Check Total 00 00 00 00 Grand Total 99 00 99 00 00 00 00 0 Qty Unit Charge Per Extension 1 00 76 3000 ECH EL -RM 0 200 1ST SRV FEEDER 76 30 1 00 22 7000 ECH EL -RM -0 200 ADD SRV FEEDER 22 70 CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS DITCH ROUGH -IN COVER SERVICE FINAL GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD YES NO PW -I 102.15 (4/961 (1 5 2 p pORT gh C l vif Ul (S va,O REQUEST INSPECTION Owner or Elec. Contractor Agent Phone. Fax: ,q Property Owner PAUL k' K R n l r Phone: 8 2 4 g g n Address: j4 h/C/) eV Ci ty f D. Fl e `7 yip 9 O/� crIZ tc License Exp: 5 I-- p /1.3�o 4 959' 7 Bt�3 Electrical Contractor G!/' S B-'l License Ph one' Address: 14:' PLA c!Z City J°�Sn'T i4 A4 1�1�'S Zi ?v lv INSTALLATION WIRED BY OWNER 0 ELECTRICAL CONTRACTOR 1-/h2.//0)? S S ozE cm? 1 G Credit Card Holder Name Billing Address Credit Card Number: Exp. Date. // PROJECT ADDRESP TYPE OF WORK. Check all that apply New "Alteration /Addition Residential Multi- family Commercial Mobile Home Sq. Ft Remote Meter K1 Detached garage Hot Tub Swim Pool Septic Pump Low Voltage Telecom. Sign Number of Circuits added or altered: DESCRIPTION OF THE ELECTRICAL PROJECT 2 515 )Z S aV 2A- G 1>? r 1 I TO L ,'-/5 i9cJZ- Electrical Heat Load Additions '44 a PL»c.g" ICJ) 14n 1919N(79cp C. /ELECTRICALPERMITAPPLICATION e ELECTRICAL PERMIT APPLICATION The Electrical Permit Application must be filled out completely, Please type or reprint in ink. If you have any questions, please call (360) 417 4735 Fax number (360) 417 -4711 city PA 14tiV Liz PERMIT FEE. 9.9 /96 Service Information Baseboard KW Voltage: Furnace KW l(Overhead Service Phase: 1 3 Heat Pump TON LRA Temp Service Service Size: Fan -Wall KW Underground Service Feeder Size: -I P pop c-- 1 K. L•') I hereby certify that I have read and examined this application and know that same to be true and correct, and I am authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are required, it remains the applicants responsibility to determine what permits are required and to obtain such. Credit Card Holder's Signature: d)W' Date P/o '3 Owner or Elec. Cont. Signature.' ar0Gazsd /l l G�r�v Date Co /'a 0 1 ez:, 6 FOR OFFICIAL USE ONLY Date/Ree: Permit U: Date Approved' Zip. 9 3l ""z, VISA l/ MC- L. INDBE A R C H 319 s. peabody, suite b, port angeles, wa.98362 360.452.6116 fax 360.452.7064 Project: filar Subiect: l Date: 'LOP Proiect No. By: Sheet of r Ap A Ll,1 JGLL &1 •mo tiro pa LD w x2.1 X30 ,11 tshrrs LLA n D 1 N j 71 em- dig ¢3�t ate +ti yiA 1 r Fiii -4 4 LINDBER t iMITH A R C H I C T S 319 S. Peabody Suite B. Port Angeles, WA 98362 360.452.6116 fax 360.452.7064 contact i1indarch.com www.lindarch.com Project: b Co. LA Subject: L.,0111VC.. Date LJA l, /We SHEAR WALL SUMMARY D W I L I H V 1 2 lzvv sus 1*' PPO S1 5 40L) 1 N! TO 15 C UALLOFIT /FIRMINFO/FORMS /SHEARWAL pa', 14 fia P-Ernr Fast Project No By. 445 Sheet 2 0 of SW VH- WL /2 2- 22u4- 4- I2Ag2 POST I HOLD DOWN 3" gFaTf ANG AOt 2_451jL.:m /Jnr'4 y y oortM9AQ7rirY M )21 Jarn P,+ mvi r 'I Shear Wall Opridtv e4.6 N IN ,r. ti lc ',f/. ',f/. I 45 .„_,..-j 7'-8 1/2° i.- -4 c---• AN Shear Wall? 4 4,.„ 1 S-44eiltz, 1 /Shear Wall —5(1/4 44- f, 'Ib•--, C••• 1 h II (i T'• 40- 6 4 Q r c N.n IN E i k-A' SI iear Wall .s,N-X, A.4.-. i 1 1,... 111 r. .ifi, Shear NEW WALLS IN BLUE 140 HANCOCK AVE 7' 1 U EXISTING WALLS IN YELLOW I 1 N ig.+4 '11:41raw. I Pa, 4 SCALE. 1/4 INCH 1 FOOT (DRAWN AT 1/4 IN =1 FT PRINTED AT 100% E. P KROGUE 15 JULY 2008 3' 11 6'-9" 4 I. 4-14 re Pi 4 4.4 a4 NA_i,„ 20'-0" 13 ST 44 DP) 4 UTO 4 3 0 11MP4 ..0th-4;tcre 1 \or 1 min length 1 7 4 N A. PLYWOOD OR O.S.B. SHEAR WALLS 1 MAXIMUM SHEAR 250 P L.F USE W SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" 0 C FOR FRAMING, USE DF NO.2. PROVIDE DIAMETER ANCHOR BOLTS AT 32" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 2. MAXIMUM SHEAR 315 P L.F USE SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5° 0 C FOR FRAMING, USE DF NO.2. PROVIDE DIAMETER ANCHOR BOLTS AT 32" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 3 MAXIMUM SHEAR 375 P.L.F USE SHEATING ONE SIDE OF WALL NAIL ALL EDGES WITH 8d NAILS AT 4 0 C FOR FRAMING, USE 3X DF NO.2. PROVIDE DIAMETER ANCHOR BOLTS AT 24" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 4 MAXIMUM SHEAR 490 P.L.F USE SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.0 FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 5. MAXIMUM SHEAR 560 P.L.F USE SHEATING ONE SIDE OF WALL NAIL ALL EDGES WITH 10d NAILS AT 3' 0 C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 6. MAXIMUM SHEAR 685 P LF USE SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2 1/2" 0 C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH. PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 20' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FLAMING /SHEAR WALL PLANS. 7 MAXIMUM SHEAR 770 P.L.F USE 1 /2" SWEATING ONE SIDE OF WALL NAIL ALL EDGES WITH 10d NAILS AT 2" 0 C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH.ANCHOR BOLTS. PROVIDE 5/8' DIAMETER ANCHOR BOLTS AT 18' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 8. MAXIMUM SHEAR 870 P.L.F USE SHEATING BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 31/2" 0 C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 20" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 9. MAXIMUM SHEAR 980 P.L.F USE W SHEATING BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" 0 C FOR FRAMING USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 18" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 10 MAXIMUM SHEAR 1,200 P.L.F USE SHEATING BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" 0 C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14" 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. 11 MAXIMUM SHEAR 1,540 P L.F USE W SHEATING BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" 0 C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 11" 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 12. MAXIMUM SHEAR 1,740 P.L.F USE 5/8" SHEATING BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" 0 C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 9° 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS. LINDBEB fl ARC H I C T S 319 s. peabody, suite b, port angeles, wa 98362 360.452.6116 fax 360.452.7064 Project: 14. 12. .4er Subject: atI''r stn4 4grzzAwtATIDIV Date: A A fit► .130(1 57'l U )1/4/aVirrpta G44N1i 41./11%4 to *oa '1 7141 D46L1 re) E711 6i, 1 Z" Ora COra r rI IL Cry woo paper 30) eilgy.) ►`v64 la" vv Lot v4 11 15040 t7„,) L '/frr /0 6o 1605 tA*00i. 4- 4.►a 1 1 13 V Project No. By C4 Sheet ea tpCJ�7'iNLj 1 1- 0yjs t Ptwootz r7 0 "X 19 ga 319 s. peabody, suite b, port angeles, wa 98362 360.452.6116 fax 360.452.7064 Project: k-PCAS Subject: Inveli fro Date. ILL n 0 tI g�, Arr 13 1,0 1r ep' Y ID I:0L0Q/2. or`A 4p CD' -d'( )5 a-0")ef 12,S man t Gp t IGx I'oX2 15o G(9LlYl5oX 1 39 34. Project No. Br C1' Sheet 1 24-8 34- N X $332 GO 1 t 333' 1:131! Hole NeW frna NA W Pary k3x f 5Ti ry 4. 130 M ba b7�•r M i N 0,� w Project: Ihraotam Subject; ,k-at Mt-i Date. VIC4 1 14 G.A.N r-tsoc:Ppg- 12uoi 319 s. peabody, suite b, port angeles, wa 98362 360.452.6116 fax 360.452.7064 Project No. By Sheet Is, of N 5 1.0 VIFF- A Ain 6 0, SS I A );3‘ 4 4 izeZvrts% 1.7 4 4 Multi- Loaded Beam( 2000 International Building Code (97 NDS)1 Ver• 6.00.7 By Charles Smith Lindberg Smith on. 08 -04 -2008 12:0015 AM Project: KROGUE Location CANTILEVER FLOOR BEAM Summary 5 125 IN x 22.5 IN x 20 0 FT (12 8) 24F V4 Visually Graded Western Species Dry Use Section Adequate By 28 5% Controlling Factor Section Modulus Depth Required 19.85 In Center Span Deflections. Dead Load DLD- Center= Live Load: LLD Center= Total Load: TLD- Center= Right Cantilever Deflections: Dead Load: DLD Right= Live Load: LLD Right= Total Load. TLD- Right= Center Span Left End Reactions (Support A) Live Load LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load TL- Rxn -A= Design For Uplift Loads (Includes Uplift Factor of Safety) Rxn -A -min= Bearing Length Required (Beam only support capacity not checked) BL -A= Center Span Right End Reactions (Support B) Live Load: LL- Rxn -B= 10500 LB Dead Load: DL- Rxn -B= 6050 LB Total Load: TL- Rxn -B= 16550 LB Bearing Length Required (Beam only support capacity not checked) BL -B= 4.97 IN Dead Load Uplift F S FS= 1 5 Beam Data Center Span Length. L2= 12.0 FT Center Span Unbraced Length -Top of Beam. Lu2 Top= 1 67 FT Center Span Unbraced Length -Bottom of Beam. Lu2- Bottom= 12.0 FT Right Cantilever Length. L3= 8.0 FT Right Cantilever Unbraced Length -Top of Beam: Lu3 -Top= 1 67 FT Right Cantilever Unbraced Length -Bottom of Beam. Lu3- Bottom= 8 0 FT Live Load Duration Factor Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load Live Load: wL 2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT -2= Right Cantilever Loading: Uniform Load: Live Load: wL 3= 630 Dead Load: wD -3= 335 Beam Self Weight: BSW= 28 Total Load: wT 3= 993 Properties For 24F V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress. Fv= 190 PS Modulus of Elasticity Ex= 1800000 PS Stress Perpendicular to Grain. Bending Stress of Comp Face in Tension. Adjusted Properties Fb' (Compression Face in Tension) Adjustment Factors. Cd =1 00 CI =0.98 Cv =0.94 Fv' Adjustment Factors: Cd =1 00 Design Requirements: Controlling Moment: Over right support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 3 Controlling Shear At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections. Section Modulus (Moment) Sreq= S= Area (Shear) Areq= A= Moment of Inertia (Deflection) Ireq= I= 0 00 IN -0 04 IN U3918 -0 04 IN U3652 007 IN 0 19 IN 2U1005 0.26 IN 2U739 3780 LB 1210 LB 4990 LB -873 LB 1 50 IN 336 60 432.42 53.83 115.31 1741 80 4864 75 630 PLF 335 PLF 28 PLF 993 PLF PLF PLF PLF PLF Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1200 PS Fb'= 1133 PS Fv'= 190 PS M= -31777 FT -LB V= 6819 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beamf 2000 International Building Code (97 NDS) 1 Ver 6 00.7 By Charles Smith Lindberg Smith on. 08 -04 -2008 12:0058 AM Location: CANTILEVER FLOOR BEAM Project: KROGUE Summary 5.25 IN x 22.0 IN x 20 0 FT (12 8) Versa -Lam 3080 Fb DF Boise Section Adequate By 197.2% Controlling Factor Moment of Inertia Center Span Deflections: Dead Load: Live Load: Total Load: Right Cantilever Deflections. Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A) Live Load: Dead Load: Total Load Design For Uplift Loads (Includes Uplift Factor of Safety) Bearing Length Required (Beam only support capacity not checked) Center Span Right End Reactions (Support B) Live Load: Dead Load: Total Load: Bearing Length Required (Beam only support capacity not checked) Dead Load Uplift F S. Beam Data. Center Span Length: Center Span Unbraced Length -Top of Beam: Center Span Unbraced Length -Bottom of Beam Right Cantilever Length. Right Cantilever Unbraced Length -Top of Beam: Right Cantilever Unbraced Length -Bottom of Beam. Live Load Duration Factor Live Load Deflect. Criteria. Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Right Cantilever Loading: Uniform Load Live Load: Dead Load: Beam Self Weight: Total Load. Properties For Versa -Lam 3080 Fb DF Boise Cascade Bending Stress: Shear Stress: Modulus of Elasticity' Stress Perpendicular to Grain* Adjusted Properties Fb' (Compression Face in Tension) Adjustment Factors: Cd =1 00 C1 =0 95 Cf =0.93 Fv' Fv'= Adjustment Factors: Cd =1 00 Design Requirements: Controlling Moment: M= Over right support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2, 3 Controlling Shear V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment) Sreq= S= Area (Shear) Areq= A= Moment of Inertia (Deflection) Ireq= I= Cascade Depth Required 15 3 In DLD- Center= LLD Center= TLD- Center= DLD Right= LLD Right= TLD- Right= LL- Rxn -A= DL- Rxn -A= TL- Rxn -A= Rxn -A -min= BL-A= LL- Rxn -B= DL- Rxn -B= TL- Rxn -B= BL -B= FS= L2= Lu2 Top= Lu2- Bottom= L3= Lu3 -Top= Lu3- Bottom= Cd= U L/ wL 2= wD -2= BSW= wT 2= wL 3= wD -3= BSW= wT 3= Fb= Fv= E= Fc_perp= Fb'= 0.00 IN -0 03 IN U4169 -0 04 IN U3880 007 IN 0 18 IN 2U1070 0.25 IN 2L1782 3780 LB 1237 LB 5017 LB -855 LB 1 06 IN 10500 LB 6185 LB 16685 LB 3.53 IN 1.5 12.0 FT 167 FT 12.0 FT 8.0 FT 167 FT 8.0 FT 1 00 360 240 630 PLF 335 PLF 36 PLF 1001 PLF 630 PLF 335 PLF 36 PLF 1001 PLF 3080 PSI 285 PSI 2000000 PSI 900 PSI 2726 PSI 285 PSI 32035 FT -LB 6874 LB 141 03 N3 423.50 N3 3618 N2 115.50 N2 1567 62 N4 4658 50 N4 319 s. peabody, suite b, port angeles, wa 98362 360.452.6116 fax 360.452.7064 Proiect: W.' C`W!i Subiect: 1 ne,�.14.0 Date: 4 04 1D" Project No. By: (.4) Sheet 1 cov X It' la Col/ t 5 2. (0154"-0 Lf-45 /1f' )e L-3S A%, t3 (0 41906?r1 Nel B01-1 re, -4 319 s. peabody, suite b, port angeles, wa 98362 360.452.6116 fax 360.452.7064 Profect: if4t2-bei IA 6 Subiect: itgottrri Date: PLACA loot. LINDBE MITH A R C H I CTS e?' WY' SI i 4) 414 I t Vb'-4?4 Project No. Bv• kirr> Sheet al of A a l -"I CP s 13,,cot? e-A-Ibuvrta• 1 Multi- Loaded Beam( 2000 International Building Code (97 NDS) 1 Ver 6 00 7 By Charles Smith Lindberg Smith on: 08 -04 -2008 12:25.33 AM Project: KROGUE Location: CANTILEVER FLOOR BEAM Summary 5.125 IN x 18.0 IN x 20 0 FT (15 5) 24F V4 Visually Graded Western Species Dry Use Section Adequate By 73.2% Controlling Factor Area Depth Required 14 4 In Center Span Deflections: Dead Load: Live Load: Total Load: Right Cantilever Deflections. Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A) Live Load: LL- Rxn -A= 4725 LB Dead Load: DL- Rxn -A= 2383 LB Total Load: TL- Rxn -A= 7108 LB Bearing Length Required (Beam only support capacity not checked) BL -A= 2.13 IN Center Span Right End Reactions (Support B) Live Load. LL- Rxn -B= 8400 LB Dead Load DL- Rxn -B= 4766 LB Total Load: TL- Rxn -B= 13166 LB Bearing Length Required (Beam only support capacity not checked): BL -B= 3.95 IN Dead Load Uplift F S FS= 1 5 Beam Data: Center Span Length. L2= 15 0 FT Center Span Unbraced Length -Top of Beam: Lug Top= 0 0 FT Center Span Unbraced Length -Bottom of Beam. Lu2- Bottom= 15 0 FT Right Cantilever Length L3= 5 0 FT Right Cantilever Unbraced Length -Top of Beam: Lu3 -Top= 0 0 FT Right Cantilever Unbraced Length -Bottom of Beam: Lu3- Bottom= 5 0 FT Live Load Duration Factor Cd= 1 00 Live Load Deflect. Criteria. L/ 360 Total Load Deflect. Criteria. L/ 240 Center Span Loading: Uniform Load: Live Load: wL 2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT 2= Right Cantilever Loading. Uniform Load: Live Load: wL 3= Dead Load: wD -3= Beam Self Weight: BSW= Total Load: wT 3= Properties For 24F V4- Visually Graded Western Species Bending Stress. Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity Ex= 1800000 PS Stress Perpendicular to Grain. Bending Stress of Comp. Face in Tension. Adjusted Properties Fb' (Tension) Adjustment Factors. Cd =1 00 Cv =1 00 Fv' Adjustment Factors: Cd =1 00 Design Requirements: Controlling Moment: 7.2 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) DLD- Center= 0 07 IN LLD Center= 0.16 IN L/1125 TLD- Center= 0.23 IN L/794 DLD Right= -0 04 IN LLD Right= -0 17 IN 2L/703 TLD- Right= -0.21 IN 2U561 Fv'= M= V= 630 PLF 335 PLF 22 PLF 987 PLF 630 PLF 335 PLF 22 PLF 987 PLF Ey= 1600000 PS Fc perp= 650 PS Fb_cpr= 1200 PS Fb'= 2396 PS 190 PS 25582 FT -LB 6747 LB Sreq= 12814 N3 S= 276.75 N3 Areq= 53.27 N2 A= 92.25 N2 lreq= 1275.62 N4 1= 2490 75 N4 Multi- Loaded Beam( 2000 International Building Code (97 NDS) 1 Ver 6 00 7 By Charles Smith. Lindberg Smith on. 08 -04 -2008 12:25:59 AM Protect: KROGUE Location. CANTILEVER FLOOR BEAM Summary 5.25 IN x 18.0 IN x 20 0 FT (15 5) Versa -Lam 3080 Fb DF Section Adequate By 122.2% Controlling Factor Moment of Center Span Deflections. Dead Load: Live Load Total Load: Right Cantilever Deflections: Dead Load. Live Load: Total Load: Center Span Left End Reactions (Support A) Live Load: Dead Load: Total Load: Bearing Length Required (Beam only Center Span Right End Reactions (Support B) Live Load: Dead Load: Total Load: Bearing Length Required (Beam only support capacity not checked) Dead Load Uplift F S Beam Data: Center Span Length: Center Span Unbraced Length -Top of Beam. Center Span Unbraced Length- Bottom of Beam: Right Cantilever Length: Right Cantilever Unbraced Length -Top of Beam: Right Cantilever Unbraced Length -Bottom of Beam: Live Load Duration Factor Live Load Deflect. Criteria. Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Right Cantilever Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Properties For Versa -Lam 3080 Fb DF Boise Cascade Bending Stress: Shear Stress: Modulus of Elasticity Stress Perpendicular to Grain. Adjusted Properties Fb' (Tension) Adjustment Factors. Cd =1 00 Cf =0 96 Fv' Adjustment Factors: Cd =1 00 Design Requirements. Controlling Moment: 7.2 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections. Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) support capacity not checked) Boise Cascade Inertia Depth Required 13 79 In DLD- Center= 0 06 IN LLD Center= 0 14 IN U1280 TLD- Center= 0.20 IN L/899 DLD Right= -0.04 IN LLD Right= -0 15 IN 2U800 TLD- Right= -0 19 IN 2L/636 LL- Rxn -A= 4725 LB DL- Rxn -A= 2430 LB TL- Rxn -A= 7155 LB BL-A= 1.51 IN LL- Rxn -B= 8400 LB DL- Rxn -B= 4860 LB TL- Rxn -B= 13260 LB BL -B= 2.81 IN FS= 1.5 L2= 15 0 FT Lu2 Top= 0 0 FT Lu2- Bottom= 15.0 FT L3= 5 0 FT Lu3 -Top= 0 0 FT Lu3- Bottom= 5 0 FT Cd= 100 U 360 U 240 wL 2= 630 PLF wD -2= 335 PLF BSW= 30 PLF wT 2= 995 PLF wL 3= 630 PLF wD -3= 335 PLF BSW= 30 PLF wT 3= 995 PLF Fb= 3080 PSI Fv= 285 PSI E= 2000000 PSI Fc_perp= 900 PSI Fb'= 2944 PSI Fv'= 285 PSI M= 25739 FT -LB V= 6796 LB Sreq= 104 90 N3 S= 283.50 N3 Areq= 35 77 N2 A= 94.50 N2 Ireq= 1148.06 N4 1= 2551.50 N4 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDiNG DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number ..... 03-00000543 Date 6/02/03 Property Address ...... 140 P~NCOCK AVE ASSESSOR PARCEL NUMBER: 0630095225560000 Application description . . . RES FOUNDATION REPAIR Property Zoning ....... Application valuation .... 15000 Owner Contractor Expiration Date . . 11/29/03 Qty Unit Charge Per Extension 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. Si ~tur-e of Contra'"'~tor ~' A[Jth~rized Agent / ~3ate Signature of Owner (if owner is builder) Date T:\PLANNING\FOKMS~ l 102.15 [4/2002] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS 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 .lOB SITE INSPECTION TYPE I DATE ACCEPTED COMMENTS YES I NO FOUNDATION: POOTINOS 6- 1' 0 .I WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER WALLS I CEILING FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION WALL / FLOOR / CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PWUTILITIES/ SITEWORK (EngineeringDivlsion) SEPAE~TEPER3/iIT#'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPAKATE PERaMIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHOKELFNE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT· 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. / PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEEP. ING FIP~E 417-4653 FIRE DEPT· PLANNING DEPT. 417-4750 PLANNING DEPT. T:~PLANNING\FOP-b4S\1102.15 [4/2002] BUILDING PERMIT - PREAPPLICATION '%t~ Phc Budding P~U - P~pli~on ~ ~ ~ COliCky. ~ ~: P~ ~ or p~t ~ ~ Hy~ have ~y qmt~ p~ c~ 41~!5 add : City: Zip: ~t~n~n~: Phone: Ad~: ~d9 ~L~Y A~It ~/~/ Ci~: ~/~t,)b~/~C Zip: ~GAL D~C~ON: ~:. B~: S~si~: TYPE OF WORK: S~7.E/VALUATION: ~' Read.rial 0 N~'w Con.s~. ~/Retool [] Woods~ovc SF. ~ $ /S~. o Multi-family o Addiliea o Move . o Cmagg SF. ~ S /SF. = S ,, o Co~ma'cial o Remodd o D~aolition o I~ck SF.~$ t~:.=$ ~ Repo. o ~i~n o TOTAL VALUATION BRIEFDESCRIPTIONOFTHEPROJ~CT: ~ )~'~ /,/.~.N/..~ /~/:/: IA ~ L!C. ~J':*/~ F~OcY7! ~3~ ~ '~ COMMERC~~ ~~:. ~: ~ T~: No. ~S~:., ~S~: ~~:~~ ~ ~ ~8c: /~. fi. + P~ ~ Co~: ~/~. fl. = TOT~ LOT CO~GE: /~.fl P~ R~: ~: Sim PIm ~ Um A~ ~: . Dm: E~s):OY~ONo S~AC~i~?a Y~a No O~: O~R Di~ ~ ~-~ ~ ~ ~ ~1~ ~ ~ ~c ~pli~ ~ plm ~ ~. pl~ ~ ~ ~ ~ ~ ~ ~g ~ Any ~d~ ~r ~ ~ ~ ~ ~ ~ m P~pP~ ~. ~ ~ ~ ~ ~ ~ Div. to ~ly ~Oa ~ f~ ~. C~t ~ P~I C~t~ at 41~815 ~ ~ ~t ~at ~of~t ~. ~TION OF P~ ~V~W: ff ~ ~t ~ ~ ~ I~ ~ of ~ ~m of ~li~ ~s appli~ 3~(d) of~ U~ BmUg C~, ~t ~). No a~li~ ~ ~ ~ ~ ~ ~. l ~ ~ ~ ! ~ ~ and e~mi~d thia application and ~ ~ aa~ to ~ ~e a~ ~c~ and th~s pemit. I u~e~tand it i~ not t~ Ci~'~ Ie~l ~*pomibili~ to de~e~ ~ p¢~i~ a~ ~qui~d: it mmaim t~ applicant~ CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS ........... INSPECTION REPORT ........... REQUEST: Date (~ --// -~)3 Time ~ ~' ~-(-~ Received by <~2~-~ v' ~-~ person) Location of Work to be inspected /./'/(-~ ~ ~- ~ c ~ ~ Name of person requesting inspection ///J/I J/(- v~-~[~ t"'~ .,.<~ ? ( .~ (, Address of person requesting inspection Phone No. ,~/_~ ~_~J~ Type~-~~ )cf Insp_ec~e appropriate one): Permit No. ~_~. ~ Sevy~Foun_dation .F'raming Chimney ,Plumbin_q Final Sewer Excav. Other INSPECTION NOTES,: Inspected: Date ~[[[ I ~ ~ Time_ ~V'~L By .~/---- Remarks: ~ RESTORATION REQUIRED ...... YES. NO SURFACE RESTORATION: SURFACE TYPE: [] Unimproved [~]Gravel I-~Asphalt I-~PCC ~]Other [] Repaired by City Work Order # [] Repaired by Permittee [] COMPLETE I--I No Damage Found [] INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES LIGHT DEPAR'l'M:mT ELECTRICAL PERMIT N? 15324 " ..-' / J Port Angeles, Washlngton.m.:.~.....~.....:......:....m....................m..m' 19m..:.. In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- t.ical equipment In, on, or about any building or other structure in the City of Port Angeles, per- mission Is hereby granted to do electrical work as listed below. Address ..1.1:D....:.;.:.~.....,:...::.:~~m.mm..................m.......m Occupancy........:.:!.:'.!.m...m...................... ('wner ....m..m...........~..:..........~=.-O:.:..;"'..:.+.m............. TenanL......................m...........mmmmm...........m....... t' . .',' , ~~ /, -~ I V lirlng Contractor .m:..'..m.......'..................m.m.................... Byu...u........uu.m...............muu....m.m........u.... I ight Outlets.......................................... , " ~ Service. volts ...................:................... I: eceptacle Outlets...........___................. 3 No. wires ................H..................... . .':; ~f . '''' 1/"," Size wlres......,....:......;_.................. . .. >1' Main fuse ...n!n~..~.'./.~.....nm.......... C) 'r;..:J-' Enclosure .........:............................. Type of wirIng: Entrance Cable .___.......m.......m..... 1 Dryer, KWl UUh..............._......."......... ... R!lnge, KW mum Water Heater: KW...mu. "J - Heat: RW .......:~,.....,::.~..~..L. .)..~...~.:'..(:.n Rigid Conduit n............................. Metallic Tubing ........................... Current transformers: No, & Size....................................... Motors: size. volts and phase: Ser, No.............................................. Ser. No.-............................................. Ser. No............................................... Type of WIring: Armored Cable (, Non-Metallic .......m....._ Knob & Tube.. Rigid Ccmdult ............................... Metallic Tubing. Raceway on Circuits, Light. Utility............................................. Heat Range .............._...........__..........._..... Water Heater ............................... Motor Dryer_ Furnace ___n..................._.~___ Total Load......._..................... Ser. No.............................................. Total 00_.....00...00.._.00_0000000000_.0000_ Remarks: .nn........n.ac'.L:c....:::...n..:.:.::....:.....:....c.:...-!-J2......{..:.\/:...................n.......n.......n........n.... .;~:;~.;~~.......n............m...n;;::~:.~:~:;~~...................n.......m.h~?;(":V.7l:~n~(:.:.:~~~~r:..:.~......... $. .n........m..mm........n..... NO...m..m.......mm..... By .i.m..n.<...m..~.........m....n...m.............m....... NOTICE--Current must not; be turned on until Certificate of Inspection has been issued. If work is to be con. cealed due notIce must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ') (; ~{,,.- r'.' / ..! . 'IAf~" -'! ..-'<- , ./..L-.t--.~ ELECTRICAL PERMIT N~ 15324 D. :te called for ~~~tiOn7~:}("'::!.!,:.f:'d..~.............h.....h_...........................................................................................n...........n....n ! 'A l, ::;~::::yC::~::~._d~t.~~~:~?::~.:~::~.:::...:::::.:::::::::::.:::.::::::.::::::::::::::::::::::::::::::::::::.:::::::::::::::::::::::::::::: v T(ltal Load n__nn.nnn.nn._.n__n.____..............h.__n_..n_nn.....n..n_.._n......_ "..00.. 1M 3.72 Olympic Printers, Inc.