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727 S Alder St - Building
PREPARED 4/02/08 9 21 26 INSPECTION TICKET PAGE 13 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/02/08 ADDRESS 727 S ALDER ST SUBDIV TENANT NBR THAD AMELIA FERRE CONTRACTOR WINDHORSE INC PHONE (360) 681 0796 OWNER AMELIA D ANDALEON PHONE (360) 457 7625 PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000022 RES REMODEL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME6 01 3/12/08 PB MECHANICAL GAS LINE 3/12/08 AP March 11 2008 1 55 44 PM permits MIKE 477 9773 GAS LINE INSPECTION March 12 2008 4 28 07 PM pbarthol ME3 01 4/02/08 JLL MECHANICAL HEAT PUMP April 2 2008 8 16 36 AM 1pangrle 7 JONATHAN 461 5436 l HVAC COMMENTS AND NOTES PREPARED 3/28/08 9 04 25 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/28/08 ADDRESS 727 S ALDER ST SUBDIV TENANT NBR THAD AMELIA FERRE CONTRACTOR WINDHORSE INC PHONE (360) 681 0796 OWNER AMELIA D ANDALEON PHONE (360) 457 7625 PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000022 RES REMODEL PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLI 01 3/07/08 PB BLDG INSULATION 3/07/08 AP March 10 2008 8 22 03 AM pbarthol March 10 2008 8 24 11 AM pbarthol Plumbing pantry sink and bathtub /pb Framing ok for cover in the kitchen walls pantry and bathroom complete /pb insulation ok in the pantry and bathroom BL3 01 3/07/08 PB BLDG FRAMING 3/07/08 AP March 7 2008 2 09 00 PM permits JONATHAN 461 5436 FRAMING March 10 2008 8 24 11 AM pbarthol Plumbing pantry sink and bathtub /pb Framing ok for cover in the kitchen walls pantry and bathroom complete /pb insulation ok in the pantry and bathroom BL3 02 3/25/08 PB BLDG FRAMING 3/25/08 AP March 25 2008 8 23 44 AM 1pangrle JONATHAN 461 5436 PARTIAL FRAMING March 25 2008 4 28 03 PM pbarthol BLI 02 3/28/08 JLL BLDG INSULATION l 2008 1 5436 026 40 AM 1pangrle JONATHAN 461 INSULATION COMMENTS AND NOTES 220 E. FIRST STREET PHONE. (360) 452 -8574 PORT ANGELES, WA 98362 FAX. (360) 457 -8020 Dear Jim I have been observing construction and performing special inspection on the Thad and Amelia Ferre remodel at 727 S Alder Street. I consider all work that I observed to be satisfactory I was recently informed that you requested a special inspection report on the hold -down installation Today I performed a special inspection on the HDU5 hold -down anchor attached to the outside northeast corner column supporting the steel reinforced raised the hip and valley beam assembly that no longer needs the interior columns for support. As I had discussed with the contractor prior to any installation, the 3 round, 15' -deep hole drilled in the concrete was adequately cleaned with compressed air prior to installation of the epoxy (with the end of the mixing tube and starting at the bottom of the hole) and insertion of the 5/8" -round threaded rod Although I did not observe all six of the HDU5 hold -downs being installed the method and manner of installation I observed were proper and needed no correction while ,,.ari being performed Therefore I am confident that all were installed in a similar low manner The hold -downs at the new east shear wall were shifted slightly and somewhat modified per my instruction from the original location to properly provide suitable concrete edge distance and allow access for installation Jim Lierly, Building Inspector City of Port Angeles Building Division Dept. of Community Development 321 East Fifth Street Port Angeles, WA 98362 CRO /cs CRAIG R. OWEN PE S E CONSULTING STRUCTURAL ENGINEER March 26 2008 Please call if you have any questions or comments CC Thad and Amelia Ferre Windhorse Construction Respectfully s itted Craig 07528 rpt2 ,PE.,SE RECEIVED MAR 2 8 2008 4 26' CITY OF PORT ANGELES BUILDING DIVISION R 1717N 'OVAL EXPIRES 9/21/ Q PREPARED 3/25/08 8 35 28 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/25/08 ADDRESS 727 S ALDER ST SUBDIV TENANT NBR THAD AMELIA FERRE CONTRACTOR WINDHORSE INC PHONE (360) 681 0796 OWNER AMELIA D ANDALEON PHONE (360) 457 7625 PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000022 RES REMODEL PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLI 01 3/07/08 PB BLDG INSULATION 3/07/08 AP March 10 2008 8 22 03 AM pbarthol March 10 2008 8 24 11 AM pbarthol Plumbing pantry sink and bathtub /pb Framing ok for cover in the kitchen walls pantry and bathroom complete /pb insulation ok in the pantry and bathroom BL3 01 3/07/08 PB BLDG FRAMING 3/07/08 AP March 7 2008 2 09 00 PM permits JONATHAN 461 5436 FRAMING March 10 2008 8 24 11 AM pbarthol Plumbing pantry sink and bathtub /pb Framing ok for cover in the kitchen walls pantry and bathroom complete /pb insulation ok in the pantry and bathroom BL3 02 3/25/08 JLL BLDG FRAMING 3 March 25 2008 8 23 44 AM 1pangrle Z JONATHAN 461 5436 111 PARTIAL FRAMING COMMENTS AND NOTES 03/16/2008 07 10 3606977316 WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing P O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697 -1771 FAX (360) 697 -7316 Thad Amelia Ferne•Owner Windhorse Constructlon/Allform Welding Inc. Building Officlel -City Port Angeles WA SPECIAL WELDING INSPECTION PER IBC AND AWS Ken Havens, Senior Inspector, AWS /CWI, ASNT 111 SIGNE WIS DATE 3 /14/08 NO. 8104 PROJECT Ferre SFR Beam Reiinforcement 727 LOCATION S. Alder St. Port Angeles WA CONTRACTOR Windhorse OWNER Ferro WEATHER N/A TO PRESENT AT SITE Allform Shop- 2 welders PERMIT NO. (to be provided) 0 s TEMP Ambient Requested for third party special welding inspection at Allform Welding shop. Arrived at the fabricators 1200 hours. Reviewed drawing details, welded reinforcement plates for beam. VT (visual) continuous inspection of CJP (full penetration) welds (4) "t A572/A36 C.S. plates. Findings. 1 Allfonn Welding, Inc. meets the criteria of an approved AWS fabricator 2. Welding per written Welding Procedure Specification (WPS) #AWI -27 3 Verified materials per specification, copy of MTR available. 4 Welders WABO and AWS certified, FCAW -G, E71T -1 electrode wire, certification No. W06715, 4389 5 VT fitup, root passes, fill passes, back grind to sound metal and weld from second side. 6 Inspected CJP welds conform to specifications and AWS D1 1 VT criteria. 7 VT fillet welds, conform to specifications and AWS D1 1 VT criteria. FILE PAGE 01 0 00 N N 0 00 1 ..D 00 V1 fi PREPARED 3/12/08 9 35 44 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/12/08 ADDRESS 727 S ALDER ST SUBDIV TENANT NBR THAD AMELIA FERRE CONTRACTOR WINDHORSE INC PHONE (360) 681 0796 OWNER AMELIA D ANDALEON PHONE (360) 457 7625 PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000022 RES REMODEL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME6 01 3/12/08 J LL MECHANICAL GAS LINE March 11 2008 1 55 44 PM permits MIKE 477 9773 GAS LINE INSPECTION COMMENTS AND NOTES PREPARED 3/10/08 11 03 50 INSPECTION TICKET PAGE 13 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/10/08 ADDRESS 727 S ALDER ST TENANT NBR AMELIA THAD FERRE CONTRACTOR WINDHORSE INC OWNER AMELIA D ANDALEON PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000198 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV COMMENTS AND NOTES PHONE (360) 681 0796 PHONE (360) 457 7625 BL3 01 3/03/08 PB BLDG FRAMING 3/03/08 DA March 3 2008 4 38 15 PM pbarthol remove all sheetrock necessary to inspect framing BL3 02 3/06/08 PB BLDG FRAMING 3/06/08 AP March 6 2008 8 13 35 AM 1pangrle LEE 670 5868 PARTIAL FRAMING March 6 2008 4 51 13 PM pbarthol KITCHEN /BATH /PANTRY WALLS PANTRY FLOOR JOISTS AND EXTERIOR SHEETING CENTER OF EAST WALL SHEAR SHEETING FOR SIDING COVER NEEDS ENGINEERS LETTER ON EPDXY HOLDDOWN BOLTS ON CENTER EAST WALL BL3 03 3/10/08 L L BLDG FRAMING TIME 09 00 March 6 2008 4 35 41 PM permits LEE 670 5868 PARTIAL FRAMING MONDAY AS EARLY AS POSSIBLE PREPARED 3/07/08 9 05 34 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/07/08 ADDRESS 727 S ALDER ST SUBDIV TENANT NBR THAD AMELIA FERRE CONTRACTOR WINDHORSE INC PHONE (360) 681 0796 OWNER AMELIA D ANDALEON PHONE (360) 457 7625 PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000022 RES REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 2/14/08 PB PLUMBING ROUGH IN TIME 01 00 2/14/08 AP February 13 2008 4 23 59 PM 1pangrle MIKE 477 9773 ROUGH IN PLUMBING PLEASE CALL HIM 30 MINUTES BEFORE YOU GET THERE AFTERNOON February 14 2008 4 47 39 PM pbarthol KITCHEN SINK ONLY PL2 02 3/07/08 JLL PLUMBING ROUGH IN TIME 01 00 March 6 2008 4 39 32 PM permits MIKE 477 9773 PLEASE CALL HIM 15 MINUTES BEFORE YOU GET THERE B 1 3 COMMENTS AND NOTES /41 5 /Alt 1;107 ,Tvf 91 0/ 7 11-1 101 c3 04'1 -1 PREPARED 3/06/08 12 16 37 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/06/08 ADDRESS 727 ALDER ST SUBDIV TENANT NBR AMELIA THAD FERRE CONTRACTOR WINDHORSE INC PHONE (360) 681 0796 OWNER AMELIA D ANDALEON PHONE (360) 457 7625 PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000198 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS COMMENTS, AND NOTES BL3 01 3/03/08 PB BLDG FRAMING 3/03/08 DA March 3 2008 8 36 26 AM 1pangrle LEE 670 5868 FRAMING March 3 2008 4 38 15 PM pbarthol remove all sheetrock necessary to inspect framing BL3 02 3/ 6/08 JLL BLDG FRAMING March 6 2008 8 13 35 AM 1pangrle CO LEE 670 5868 PARTIAL FRAMING 7- el Al7W eve- 5 /4" C PREPARED 3/03/08 9 22 19 CITY OF PORT ANGELES BL3 01 3/03/08 3� 3 INSPECTION TICKET INSPECTOR JAMES LIERLY ./1 ADDRESS 727 S ALDER ST SUBDIV TENANT NBR AMELIA THAD FERRE CONTRACTOR WINDHORSE INC PHONE (360) 681 0796 OWNER AMELIA D ANDALEON PHONE (360) 457 7625 PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000198 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS JLL BLDG FRAMING March 3 2008 8 36 26 AM 1pangrle LEE 670 5868 FRAMING COMMENTS AND NOTES PAGE 9 DATE 3/03/08 i 71 BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Job Located at 7 ?"7 `S 6-. Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction R 11 (J F41 (e.5�_s>-t /r4 /Ci)G ,-1- /).4/ LLeGf- i7 .7..r „e /A!57-- (1f/rJ %C r/ These corrections must be made covered until reinspection is made have been made, please call for inspection Date e) and are not to be When corrections Inspector for Building Division DO NOT REMOVE THIS TAG CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 08 00000198 Date 2/20/08 Application pin number 633980 Property Address 727 S ALDER ST ASSESSOR PARCEL NUMBER 06 30 11 5 5 0630 0000 Tenant nbr name AMELIA THAD FERRE Application type description RES ADDITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 2000 Application desc 19 SQ FT PANTRY AREA ADDITION Owner Contractor AMELIA D ANDALEON WINDHORSE INC THAD E FERRE 1017 CHICKEN COOP RD 727 S ALDER ST SEQUIM WA 98382 PORT ANGELES WA 98362 (360) 681 0796 (360) 457 7625 Structure Information 000 000 ADD A 19 SQ FT PANTRY AREA Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc ADD A 19 SF PANTRY AREA Permit pin number 121152 Permit Fee 95 75 Plan Check Fee 38 30 Issue Date 2/20/08 Valuation 2000 Expiration Date 8/18/08 Qty Unit Charge Per Extension BASE FEE 50 00 15 00 3 0500 HND BL 501 2K (3 05 PER C) 45 75 Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Other Fee Total Grand Total T:Forms/Building Division/Building Permit (10 /01 /07).wpd 95 75 95 75 00 00 38 30 38 30 00 00 4 50 4 50 00 00 138 55 138 55 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with her specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provision,of any or local law regulating construction or the performance of construction. 2-2)-0e -0 R,e.La Date Print Name Signature of Contritst6r or Authorized Agent Signature of Owner Of owner is builder) CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT J013 SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: I 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 «i)rrita 3 7 Pe Kl JOISTS GIRDERS SHEAR WALL/HOLD DOWNS I 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 It's PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 1 BUILDING 417 -4815 T Forms /Building Division /Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD YES NO 1 FINAL DATE ACCEPTED BY. 13aatit wti Parttry ex Th r Sh. c 1 kr €Ggt"lull Si'le.Rr F r Sh- e,E}�`IfQ 1 1 FINAL DATE ACCEPTED BY. SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT 1 BUILDING CP 00 1, ti o roar. 4 r+.41,„„1116.- '^1Y Applicant or Agent (lCT---r% io o(.G P1/ 4)i,,z r s ,T WC:. r'hone 4',,S a Z, q q Property Owner 7/6, j we c.;;. (f ,rev_....-- Phone'i ,4 f--3/ C2 7 q 6 Property Owner's Address 1,1_7 AO-er ---64 ?A- Contractor/Engineer Ljwilier_ C,� �atrA r Phone Contractor /Engineer's Address /,(0/7 (kiic ('l_, ,rte G✓4 License S;' L.)...IV 1)H/ 9G( 13'6 Exres 17 f D PROJECT ADDRESS Parcel Number Proiect Tvpe Brief Des Check all that apply New Construction a- Addition Remodel Repair Re -roof Demolition Sign Heat System Other Floor Areas BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 72-7 5 S 4 P �1 ((3Gil &3Cc2oO Lot cription. d's.esidential Commercial Mufti-family Industrial Ataai su Co vi s- ?A. 4A 4r/ j%iwr- E i' nr(. o /f l p r 4 j Fo WW1) c} aN 5 15 TEA, Flo bA fors T fvo -c *Ark moP Al CA ,ci Nor .s4-k 4 ova wall- mounted projecting freestanding awning other Total sign area sq. ft. Maximum allowed sign area sq. ft. Heat pump wood- burning stove gas fireplace pellet stove other Existing (sq. ft.) Proposed (sq. ft.) Basement 1 Floor 2 rci 2 Floor 3 Floor Garage Carport Covered Porch k4, 4 a cc i+, egl Deck 2e. rela A re.rmi t- I( 08 -22, issLer3l o t-� t (n-n8 Shed Other \ct5_ 3 -(h�'� h ex S a�- y� F �I7 a N g C (3,�Z2 +28t'{ S TOTAL VALUATION 2�.icT 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 For City Use Only' Date Received 2- 11 -02 1 Permit C� I t Date Approved Zoning per sq. ft. Total footprint of structures S67 sq ft. Lot size 1 X0 sq. ft. Lot coverage I `f R 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 fo determine what permits are required, and o obtain permi prio to worjting on projects. ll� Date O2 I C1 /Gl Print Named✓XC I LcArl i I C. ta,S Signature AA T:Formslletuiiding Division /Bldg Permit Appi. -2006 Code.doc Lauridsen Blvd- to rC) 0 00 2- Vi0 When recorded return to 2008- 1216410 Page 1 of 1 Protct Covenant Amelia Andaleon J 1 J 1 N I 1m,V/ i Clallam County Washington 02/19/2008 03 25 22 PM 1 J X,YY t I Gj `>�`1�17t 1111K 11111 72 7 5 11-L( T. RECEIVED UWE the undersigned owner(s) of the following described property (Insert legal description here) 3 Z l 4 e S -gL: D� Ll 3 4— "r p(30 II5S6630c)cxoo O(3oo0o20aopoo© do hereby covenant that said property shall be designated as one zoning lot as defined in Section 17 08 032 `Z' of the Port Angeles Municipal Code This covenant creates one inseparable building lot which may only be removed through compliance with Chapter 58 17 RCW (subdivision regulations) and /or the City of Port Angeles short subdivision regulations (Ordinance No 2222, as amended) This covenant shall be binding on the owner(s), heir(s), assign(s), and successor(s) in interest and shall be filed with the County Auditor's Office This covenant is for the mutual benefit of said owner(s), heir(s), assign(s), and successor(s) in interest and is for the further purpose of compliance with state and local land use and building regulations This covenant may be enforced by injunction or other lawful procedure and covenant by the recovery of any damages resulting from non compliance. DATE this q day of F A 4 9. 44 2008 (Owner) (Owner) ss CANDACE I. KATHOL STATE OF WASHINGTON NOTARY -o-- PUBLIC MY COMMISSION EXPIRES 10.2009 FEB 19 2008 3135>m, .ZONING LOT COVENANT._, STATE OF WASHINGTON COUNTY OF CLALLAM I, a o &thl3,0 r Notary Public in and for the State of Washington, do hereby certify that on this y of Fe 2008, personally appeared before me Qvrte/i et_ Q`tdr!(.oc ,-r fi Thad Fe v✓e_ to me known to be the individual(s) described in and who executed the within instrument and acknowledged that signed and sealed the same as -five! r free and voluntary act and deed for the purposes herein GIVEN UNDER MY HAND AND OF CIAL SEAL this day of 2008 (Owner) (Owner) CITY BUILDING R ANGELES DIVISION NOTARY PUBLIC in and for the State of Washington residing at Port Angeles. This docunzent must be filed with the Callan? County Auditor s Office and a copy returned to the City of Port Angeles to be included in City records. Parcel Lookup Page 1 of 1 Parcel Number 0630115506300000 Site Address. 727 S ALDER ST PA Quit I Back I Taxpayer AMELIA D ANDALEON/THAD E FERRE 727 SO ALDER ST PORT ANGELES WA 98362 Title Owner AMELIA D ANDALEON/THAD E FERRE 727 SO ALDER ST PORT ANGELES WA 98362 Description CRESTHAVEN ALTERATION OF LT JK Value Summary Note: Listed values do not reflect adjustments made for exemption programs such as Senior /Disabled or Current Use programs (except Commercial Forestland properties) Land Value 83 125 Improvements Value 327 620 Total Assessed Value 410 745 Property Characteristics Note: Use Code is for Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code 1113 THREE BEDRM Land Size (acreage). 00 Note: Acreage is not listed for all properties in the Assessor's records. More information about and size. Tax Status. Taxable Tax Code Area. 0010 Note. Zoning and zoning codes change constantly Verify all zoning with the appropriate planning or building department. Building Characteristics. (Click on Bldg. for more details.) Bldg. Type Blda. Style Total S.F. BD BA 01 House One Story 2488 3 2 Tax History Sales History Quite Back 111 636 5691 http.// apps.clallam.net/website /sitis_p pgm ?parcel= 0630115506300000 2/19/2008 Parcel Lookup Page 1 of 1 Parcel Number 0630000214000000 Site Address 9999 S ALDER ST PA Quit l Back. Taxpayer AMELIA D ANDALEON /THAD E FERRE 727 SO ALDER ST PORT ANGELES WA 98362 Title Owner AMELIA D ANDALEON /THAD E FERRE 727 SO ALDER ST PORT ANGELES WA 98362 Description TAX #5329 EASE BL 214 Value Summary Note: Listed values do not reflect adjustments made for exemption programs such as Senior /Disabled or Current Use programs (except Commercial Forestland properties) Land Value. 10 000 Improvements Value 0 Total Assessed Value 10 000 Property Characteristics Note: Use Code is for Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code 9100 UNDEVEL LAND Land Size (acreage) 00 Note. Acreage is not listed for all properties in the Assessor's records. More information about land size Tax Status. Taxable Tax Code Area. 0010 Note: Zoning and zoning codes change constantly Verify all zoning with the appropriate planning or building department. Building Characteristics (Click on Bldg. for more details.) Bldq. Type Blda. Style Total S.F. BD BA Tax History Sales History Quite Back 1 111 636 57111 http. apps .clallam.net /website /sitis_p pgm ?parcel= 0630000214000000 2/19/2008 .1 220 E. First Street Port Angeles, WA 98362 Thad and Amelia Ferre 727 S Alder Street Port Angeles, WA 98362 Dear Thad and Amelia: Craig R. Owen, P.E., S.E. Consulting Structural Engineer October 22, 2007 RE Report on Potential Modifications to the Basement and Column Removal in the Kitchen of Your Residence On Monday August 27, I made a brief inspection of your basement and observed where you wanted to lower the bottom edge of the windows to increase their size for potential egress at the north basement wall. I indicated that it should not be a problem. Also I looked at the crawl space' at the west end (toward Alder St.) of the residence and commented on the lack of long term stability of "soil cliffs" particularly those where footings are located near their edges at the top of these cliffs. Also, (3) closely spaced 4x8 posts in the crawl space under or adjacent to the 4x12 diagonal floor beam extending from the northwest corner do not appear to bear on footings The following day I reviewed the existing house plans with respect to the basement. I also discussed the modifications required for column removal in the kitchen with Mary Ellen at Winborn Architects. She inquired if the remaining column could be moved to accommodate the new kitchen layout, which it can be, if it is moved closer to the peak. In early September you requested that I explore the possibility of removing both interior columns A tied beam system may be possible but the tie may need to be low to avoid overstress of the hip and valley beams I also indicated the possibility to Mary Ellen who like that idea or exploring a scissors truss layout rather than a straight tie. The first option considered is removal of the southwest column leaving the column closest to the outside comer toward the northwest. The modifications which should be done prior to column removal, are as follows. 1) Eight additional machine bolts installed through the north ridge /hip connector plate. These bolts should be in line with the existing top and bottom rows that are in line with the beams (horizontal at the 3Y8 x 131/2 ridge beam and along the beam slope of the 3% x 13'/ hip beam) and centered between the two outer columns of bolts 07528 rpt Phone: (360) 452 -8574 Fax: (360) 457 -8020 AVE 'LATER No detail was provided in the plans for the column -to -beam connection The uplift resistance could be increased with 4 long SDS screws that are high strength and probably longer than the six lags that also appear to be 1 /4' However four of the lags are very close to the edge of the beam. The base of the pipe column stub and the column itself may need similar connection improvement for uplift resistance If the column is moved closer to the peak, it will need to be replaced but even if it is not moved modifications would be required for reasons described below that may be more expensive than column replacement. --�i It appears that a short pipe stub column sits on top of a 6x6 wood column, probably anchored with those same lag screws put into the end grain of the column from the base plate of the pipe stub An anomaly can Report to Thad and Amelia Ferre October 22.2007 Page 2 of 7 These bolts (four at each face of the plate) would, of course, penetrate the plates at the opposite side of the beam they go through The field drilled holes should be 9/16" ra and should be placed with a "mag" drill to ensure proper alignment and prevent over drilling for fit. 2) The outer column at the northwest comer of the house needs to have substantialtymore uplift resistance than for the current condition This can be accomplished by two Simpson HTS straps 20" or longer The length would best be determined after removal of the architectural facing to expose the structural column to install these connectors between the hip beam and column The other optional lengths for the HTS are 24 28" and 30" The base of this column needs to be anchored to the foundation with an HTT 16 or HTT 22 with (22) 16d sinkers into the post. An A -307 a threaded rod needs to be installed at the center of the 6" wide diagonal concrete wing wall below A o hole needs to be 9" deep, cleaned and special inspected prior to being filled with Simpson SET epoxy for anchorage of the threaded rod This rod needs to extend high enough above the base of the HTT to allow it to be fully nailed to the post and allow for double nuts. The base of the HTT need not set on the concrete --,t• 3) The interior column connection and probably the column need to be modified See the list of comments below The load to this column will be about double the existing condition 07528 rpt Report to Thad and Amelia Ferre October 22, 2007 Page 3 of 7 make this a very serious condition. If you have ever jacked something up or applied pressure with a tall block on the jack, you may have experienced this instability first hand. During remodel construction contractors often lift a column on a jack with a bearing plate or put the jack at the top of a column (which is nearly identical to this situation) have experienced this problem. Rather than increased load caused by additional jacking, it would be caused by snow on the roof, with the Toad magnifying effects of the cantilever hip beam without the load sharing of the column to be removed The anomalies potentially causing instability are. 1 A slight discrepancy from perfect vertical alignment between the primary column and stub column, 2 Lateral Toad on the column from the beam (sloped beam column connection or slightly skewed beam or torsional load (from twist perhaps induced by load from other beams framing into this beam), 3 Lateral Toad from earthquake or something accidentally falling against the column, 4 Low capacity or low stiffness for fixity between the column stub and the beam and /or the column stub and column, 5 Doubling the load more than doubles the potential for instability as in addition to the load itself, increased deformations occur causing or exaggerating items 1 and 2 above. If the northwest column is to remain at its present location, a significant improvement in item 4 above may be a solution The existing cabinetry is probably helping the current situation but is not something I would want to rely on Moving the column toward the peak will require a longer column The best solution would be to provide a new pipe column from the 4x12 floor beam below continuous full height to the 3% x 13% roof beam. This could be a 2W "extra strong pipe column (2 OD) with a pipe -to -beam connection similar to the existing with a 10" x 3" x bearing plate with (2) 1/2" ra x 6" lag bolts at the center of the plate 2'/" from the edge of the pipe. Lead holes shall be 5/16" for a 53/4"depth into the beam followed by a 1 /2" hole 2" into the beam for the shank. Soap should be used to lubricate the threads prior to installation The second, third and fourth options would allow removal of both columns but a horizontal tie would be required A tie between the 3%8 x 13%2" ridge and valley beams can eliminate both interior columns. We can t e raise the horizontal tie about 12" vertical above the support height. To I Gie 07528 rpt Report to Thad and Amelia Ferre October 22.2007 Page 4 of 7 avoid diagonal bracing to stabilize a smaller tie from each ridge beam a 4 square tube with wall thickness can be used The best way to connect the tube would be to cut away the top and bottom above the side walls to fit over each side of the glu -tam with a thin (%8" to 3/16 plate welded inside and connect with about a dozen 2W SDS screws each side staggered to avoid interference »joT The heavier tie is required to resist compression that would occur -re with uplift from high winds. Further study would be required to verify uplift capacity without the compression capable tie which would allow rods or g other small members as a tie Eliminating compressive capacity in the tie UStP would put more uplift on the existing column connections at the removed fireplace and create high stress on that ridge beam above. More capacity for uplift could be provided with modifications to the existing ridge connection Another possibility is to construct a field built scissors truss where the tie is sloped up toward the center where a vertical member would extend up and connect at the existing ridge connection This would also require diagonal braces to the existing ridge beams. The capacity of the connections (of which there are more) would need to increase. ..J Review of the plans indicated that some of the basement walls were to have reinforcement per Detail S -6 on A3 but in the area where you wanted to enlarge the window openings only minimal longitudinal reinforcement was indicated. However, these walls were to be in a crawl space (according to the plans) but have a taller foundation wall than was indicated on the plans, so it is not definitive The reinforcement shown on Detail S6 is appropriate for walls spanning vertically between the basement and main floor However, the top of the wall connection to the floor above is totally inadequate to resist or transfer contributing lateral soil design loads as shown in Detail S6 Many basement walls are inadequate to resist such loads but do not fail because soil pressures have not L.AT ER become active I have investigated basement wall failures that did not show signs of distress for years after installation Changes in moisture content of the soil, vibration or a seismic event can cause soils to exert active pressures or above Soil pressures exceeding active pressure are seismic soil acceleration, "at rest" pressures or saturated soil conditions Foundation drains as shown on the plans should alleviate moisture accumulation that would saturate the gravelly soils that were observed in your crawl space. Seismic ground acceleration for level soils of this type would not create substantial pressures. At rest pressures occur when walls are stiff such as those spanning vertically, at least those with adequate support at the top If the walls were adequately supported at the top, the vertical reinforcement shown in Detail S6 would be sufficient to 07528 rpt Report to Thad and Amelia Ferre October 22, 2007 Page 5 of 7 resist tensile forces in the wall from the "at rest" pressures. However, the connection at the top of the wall could and should be improved The joists are perpendicular to the basement walls at the north wall and soil exists at similar heights on both the north and south wall so the horizontal top reaction force can transfer through the joists if the connections are sufficient to transfer the force between the wails and floor joists. These connections (not specifically detailed) could be improved if required Saw cutting the wall to provide the enlarged openings will expose the cut ends of reinforcement. If there is inadequate reinforcement, a steel bar or shape could be installed vertically adjacent to the opening (and along the wall) with attached weld studs grouted into holes to provide composite action Rebar installed per Detail S6 would not require that but optimally the lower edge of window would be 2" above an existing rebar (or between 3 and 3 or a horizontal bar may be recommended to provide horizontal composite action at that location (or the window made even larger vertically to provide that range of clearance to the horizontal rebar below It appears that some excavation and possibly a window wall or terraced wall will be needed adjacent to these deepened windows. Saw cutting for the enlarged opening beyond the edge of opening should be avoided This can be done by drilling a hole at the corner prior to sawing Some chipping may be necessary You may have to argue with the sawyer and you may be told this is never done, but the notches created by extended saw cuts are detrimental, very much so if it cuts the vertical reinforcement expected at the edges of the window and detrimental if it ends up being an inadequately reinforced wall Saw cutting new windows in the existing crawl space area is also possible. I should review the size and location prior to sawing but any added external reinforcement would best be designed after sawing to allow verification of existing reinforcement or lack thereof v v In the existing crawl space under the kitchen the plans show columns and footings located close to the two columns supporting the roof beams As previously indicated, the existing condition is (3) 4x8 posts v �9 apparently resting on soil which are near the post that will remain (or be N107 moved toward the center The existing 4x12 floor beam should be 1 supported directly under the roof support column Additional support or beam reinforcement may be required and best determined after the final roof column location is determined above The new footing will need to be about 3' square (or somewhat less with more supports) 10" deep with (5) 07528 rpt LAT Report to Thad and Amelia Ferre October 22, 2007 Page 6 of 7 '1 otto #4 each way 3" dear of bottom and (3) #4 2" clear of the top and may require a 4x10 column or something smaller with a larger bearing plate to 4 prevent beam crushing. This is all dependent on the final roof column location above and subsequent analysis of the floor beam with other loads and possibly an additional support. The potential excavation of crawl space soil to provide additional rooms in the basement under the kitchen and further south is very 1 feasible One method to assist excavation is to use a conveyor to transport the soil outside from hand digging. Small excavators to fit in your doorway access are available but not in this area (3' -3" is the minimum width for a "160" from United Rentals) It is good that the `soil cliffs" in your crawl space as previously mentioned are covered with visqueen to reduce moisture loss as changes in moisture (wetting or drying) can reduce cohesion potentially allowing sloughing or even collapse adjacent to a loaded footing A stable slope or effective influence line from the edge of a footing to the soil level below a "soil cliff" is 2 horizontal to 1 vertical for long term stability in most soils. A one to-one slope is sometimes considered adequate in some soils for short term stability Obviously your "soil cliffs" need retaining walls designed to resist the footing surcharges. However if you excavate for additional rooms in the crawl space, the remaining below floor fireplace and footing could be removed and other interior footings placed at or below the future floor level, requiring some temporary support of the floor framing. Then the retaining walls could be placed closer to the crawl space wall (soon to be basement wall) footings, making a horizontal shelf at the top of the retaining walls over to those footings This would need to be done in sections to avoid collapse of the basement wall. These small sections are more critical if the reinforcement is as sparse as shown The first thing is to determine the footing height along the existing crawl space wall so the retaining walls can be appropriately designed for the final floor height. To reduce the excavation death next to the existing crawl space walls the footing (10" minimum depth) could be integral with and tapered to the new floor slab at 5" to 6" depth and reinforced Use of a 4" non structured slab over the footing would also substantially increase the short retaining wall footings for which resistance to sliding will control due to the adjacent heavy surcharge All of this is very feasible. If you consider this a project to be done at _a later date, then the 3' square x 10" footing under the roof support 1 J_ column could be placed at a greater depth for now that would allow a 0 ef future slab to go over it rather than being integral 443 4 j ep 07528 rpt Report to Thad and Amelia Ferre October 22, 2007 Page 7 of 7 Hopefully this report provides you with the information required to make some decisions on how and when you will proceed With those decisions and exploration to determine crawl space footing heights, design could proceed for the basement expansion into the existing crawl space and whether the new footing(s) are poured separate or integral with a structural slab CRO /cs Please call if you have any questions or comments Respectfully submitted, Craig R. Owen, P E., S.E. T'S Pep() us B F I fiNt u m rtieAril des cry PWW HIE V'tp e'd 4 mod cal-to Nei aie4 e't-4^ a of J (Ate.4.)c o» Pre1'f E)o o e; e W I 'Hi flit re nsk 0 i/ ax 0 o nee r co i j I 0 T if I "I eke" s4; evatin id)) f be eA.A &i d At 14,4 eit folk ci e owit" vtA4 P0 r i ei;l b 07528 rpt k. S 9/21 1/1 1 1 1. 7 Q..1 lAst)1,,,‘,. AP\ 2 t— 2. 3 T N, ,PAA1: 4 A 1.4- 3 vi tA k,210 -4. 7 2 I 3 .4- v. 111J GAI wcie CRAIG R OWEN, Consulting Structural 'g362 gineer Pod Angeles, 11\tA 9 ch)( (360) 457-8020 3' Z. (.0 \\1 -105 1 4 1 3 04J a. •Z (.1 TV\ 16 A /4 12- 1 S 11) T Y 7 O "Pr /C e 2)77 (7,5,2- C- .44 22 eAr v 1 c CRAIG R OWEN, P E., S E. Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 ,4)9 0 14' 0- -7 d 1\16,", (z)fr Alpt “'I 2 /2 0 0/ 0'2 r I C 0 1 vkA 7 “1, 12_7 1 7 HG r I 4.• 21 06b 2 30 j et hY g 3 6c)4 4 1 (2 I.*) 31Se pLi \A/&. ,t/ r' 01 e, F Lo 3 4_ ,3 133 7 CRAIG R OWEN, Consulting Structural Engineer St. Port Angeles, WA 98362 07.80 N \4 1 .1-4 3 13 3 2 Ale) lis 111 g-)L_ z4,.2.,1.54. 3\ y 3/ ot., t6c, 1 53 V -7-- 1, 3 C t 0 c a a FA Vi The City of Port Angeles Building inspections Dept. FILE Upon reviewing the single family residential plans submitted for permit, the following are some of the items that will need to be taken in to consideration. Foundation Footing The minimum size of a footing in Seismic zone D2 are as follows. (1 Story 12" W/ 6" min. thick (2 story 15" W/ 7" min. thick) (3 story 23" W/ 8" min thick (Load bearing value of soil 1,500 (psf). With 2 4 bars horizontal continuous 3" off the bottom of footing. The minimum specified compressive strength of concrete in basement walls, foundation walls, exterior walls and other vertical concrete work exposed to weather in moderate weathering table R402.2 of the IRC is 30001bs with a min. of 5% air entrained, but not more that 7% Foundations in seismic categories D2 that exceed 50' -0" in either direction are required to have a continuous.footing per section R403.1.2 including support of an interior braced wall line. Locating and marking the property boundary is required for a footing inspection. Tables in chapter 4 of the IRC. Will be applied for soils that are heavy in moisture (hydraulic) in nature or foundation wall over 5' -0" in height. Verify site conditions and unbalanced back fill at time of application. Foundations Drains are required as per section R 405.1 (see exception for soil classification) 2- Foundation walls. Vertical steel in foundation walls as of July 1 2004 Vertical bar reqd to be 1 #4 bar with a hook and tied to the footing steel in place at 4' -0" 0 C. at footing inspection. One #4 bar horizontal within the top 12 "of the wall.' anchor bolt with a 3" x 3" x' steel washer is required at 6' -0 "OC for a 1 story and 4 -0 "OC for a 2 story, along and within 12" of each end the pressure treated sill plate. Crawl space ventilation is required at (1') s.f. of vent per (150') s.f. of area per sec. R408.2. 2003 IRC. 6 mill black poly is required in crawl space as a below grade moisture barrier per section R406.3.2 2003 IRC. Finish grade shall be a 6" slope away from foundation within 10' -0" of the foundation wall measured horizontally as per sec. R406.3 2003 IRC. 3- Framing All connections from a pier to a post and beam are required to have positive connection per code. In addition any connectors/ fasteners in contact with treaded wood are req'd to be hot dipped zinc /galv (See manufacture details.) All floor joist are required to be blocked with 2x material at the beam support. 7/16" OSB sheathing is required to be nailed to pressure treated sill plate and bottom plate or sole plate of wall. (or other approved hold down's). Attic ventilation is required at (1') s.f. of vent per (150') s.f. Of area with an allowable 50% of ventilation can be located in the upper portion of the ridge if applicable per 2003 IRC. Truss design and calculations are required upon submitting an application, lateral connections are required to end walls where truss rafters are perpendicular to end waIIs. A truss /rafter tie shall be required to prevent uplift per code. 4- Braced Wall Lines. In Seismic category D2 exterior and interior braced wall lines cannot exceed 25' -0" Wall bracing must start within 8' -0" of a transverse wall or a designed collector Standard wall bracing methods are required as per section R602.10.3 of the 2003 IRC. If the wall bracing methods cannot be met, then refer to "Alternate Braced wall panel" Section 602.10.6 of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL" design. Section R602.10.9 for interior braced waIl line support for 1 and 2 story buildings require a continuous footing supporting a braced wall line, interior and exterior not to exceed 50' -0 "intervals. FIL 5- Egress. Rooms used for sleeping are required to have one window with 5.7'S.F of openable space and a sill height of not more the 44" above finished floor for emergency escape per 2003 IRC. 6- Energy and Air Quality Insulation, Heating, Air conditioning, Lighting, Windows and Appliances to meet 2003 WSEC d. VL4Q New single family structures are required to have a whole house exhaust fan with a 24hr timer per table 3 -1, 3 -2, 3 -3 of the 2003 VIAQ Mechanical fresh air intake (FAI) is required to have a 24 hr timer or windows in all bedrooms and living, dining. area may have intake ports for fresh air per 2003 VIAQ if zone heat is applicable. 7- Dry Wall. (Gypsum wall board) 5/8" type "X" sheets rock is required in the accessible usable space under stairs and on ceiling of a garage only if a habitable area is located above the garage. The rating of the sheet rock nail pattern must be visible to the inspector Nail pattern for all sheet rock and 5/8" to be 8" on center and 12" OC if drywalLscrews are used. Per table 702.3.5 of the 2003 IRC. Interior braced wall panels are to be inspected prior to tape, bed and texture. Moisture resistant wallboard is required around w /c. A cementuous backer board is required for tiled areas at tub and showers. Vapor barrier is required. A perm rated paint may be substituted for a poly vapor barrier on the warm in winter side. 8- Plumbing. Water heaters are required to have two approved seismic straps in the upper and lower 1/3` of the tank per UPC. T&P valve to be 3 /4" I.D and directed to the exterior and turned 90 degree downward not less that 6 -12" above finish grade. Water heater s are required to have a 26 ga. Pan of other approved drain pan with a 'A" drain line from pan to exterior Impact protection for w/h and mechanical equip are required to resist 6,000lbs impact if located in the garage area. All DWV are req'd. to be tested under water pressure per 2003 UPC or air test (consult manufacture recommendations for air test) Min. test pressure in Residential LPG is 30 lbs. 9- Smoke detectors. shall be located in each sleeping room and in the hall leading to each sleeping area. One smoke detector is required at the top of each stairs, and at least one smoke detector is required on every floor level. Smoke detectors must be within 6" to 12 "from the ceiling if mounted on wall. Smoke detector shall not be less than 36" from any air return. Power supply for smoke detectors shall be from the main house supply that is not switched and required to be battery back up. Smoke detectors to be inter connected so that if one smoke detector alarm will start a chain reaction to alI other smoke detectors as per code. 10- Maximum building height allowable is 30' -0" based on an average grade plain per 2003 IRC. Property pins shall be located and marked for a footing inspection to verify zoning set back requirements. 11 Safety glazed tempered glass required within 24" of any doorway edge, along with other requirements as per 2003 IRC. 12 All water, sewer, gas, electrical, drywells, downspouts and footing drains are required to be inspected before cover This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO NLL LD APPROVAL" 4/05. PREPARED 2/14/08 11 05 28 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 727 S ALDER ST TENANT NBA THAD AMELIA FERRE CONTRACTOR WINDHORSE INC OWNER AMELIA D ANDALEON PARCEL 06 30 11 5 5 0630 0000 APPL NUMBER 08 00000022 RES REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 2/14/08 I d/! I JLL i SUBDIV PLUMBING ROUGH IN TIME 01 00 February 13 2008 4 23 59 PM 1pangrle MIKE 477 9773 ROUGH IN PLUMBING PLEASE CALL HIM 30 MINUTES BEFORE YOU GET THERE AFTERNOON COMMENTS AND NOTES PHONE (360) 681 0796 PHONE (360) 457 7625 Krazedd k ma PAGE 9 DATE 2/14/08 '1 O PO Tq� g 1 totiewso Application Number 08 00000022 Date 1/16/08 Application pin number 036100 Property Address 727 S ALDER ST ASSESSOR PARCEL NUMBER 06 30 11 5 5 0630 0000 Tenant nbr name THAD AMELIA FERRE Application type description RES REMODEL Subdivision Name Property Use Property Zoning Application valuation 79000 Owner Contractor AMELIA D ANDALEON WINDHORSE INC THAD E FERRE 1017 CHICKEN COOP RD 727 S ALDER ST SEQUIM WA 98382 PORT ANGELES WA 98362 (360) 681 0796 (360) 457 7625 Structure Information 000 000 KITCHEN BATHROOM REMODEL Permit BUILDING PERMIT RESIDENTIAL Additional desc KITCHEN BATH REMODEL Permit pin number 118612 Permit Fee 873 25 Plan Check Fee 349 30 Issue Date 1/16/08 Valuation 79000 Expiration Date 7/14/08 Qty Unit Charge PLr BASE FEE 29 00 7 0000 THOU BL -50 001 100K (7 00 PER K) Permit MECHANICAL PERMIT Additional desc KITCHEN BATH REMODEL Permit pin number 118620 Permit Fee 64 50 Plan Check Fee 00 Issue Date 1/16/08 Valuation 0 Expiration Date 7/14/08 Qty Unit Charge Per BASE FEE 2 00 7 2500 ECH ME VENT FAN Permit PLUMBING PERMIT Additional desc KITCHEN BATH REMODEL Permit pin number 118638 Permit Fee 114 00 Plan Check Fee 00 Issue Date 1/16/08 Valuation 0 Expiration Date 7/14/08 Qty Unit Charge Per Extension BASE FEE 50 00 6 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 42 00 1 00 7 0000 ECH PL EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL EA BLDG SEWER 15 00 Other Fees Fee summary Charged Paid Credited Due 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. rr date C IL/L Print'Name Sign f Contractor or Authorized Agent Signature of Owner (if owner is builder) T Forms /Building Division/Building Permit (10 /01 /07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Extension 670 25 203 00 Extension 50 00 14 50 STATE SURCHARGE 4 50 CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. 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 /1's PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT INSPECTION TYPE DATE CONSTRUCTION R.W PW/ ENGINEERING 417.4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 I T Forms /Building Division/Building Permit (10 /01 /07).wpd BUILDING PERMIT INSPECTION RECORD YES NO ACCEPTED COMMENTS 417 -4735 ELECTRICAL LIGHT DEPT FINAL DATE ACCEPTED BY. FINAL DATE ACCEPTED BY. SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL DATE I ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING l CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 08 00000022 Date 1/16/08 Application pin number 036100 Permit Fee Total 1051 75 1051 75 00 00 Plan Check Total 349 30 349 30 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1405 55 1405 55 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T.Forms /Building Division/Building Permit (10 /0I /07).wpd CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION• 1 FOOTINGS 1 SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB 1 1 o p Q p ROUGH -IN Ki cilen Si nK on) y 1 Z/)q !OR I SLL I3)7 /O Ptumbti` 1`O !i'i(PeLK -kyi Sj I►K WATER LINE (METER TO BLDG) 1 1 1 J J It gCLt ..6.,' GAS LINE 1 1 FINAL DATE ACCEPTED BY. BACK FLOW WATER I AIR SEAL WALLS 1 CEILING I FRAMING 3/7 /0 g 1_ a Par I I3Lah 312,510s ate- P&rttc t e V JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) I T -BAR p I INSULATION �J (7(o$ ea Bath/fo fj 31Z tog To- inSV,�ii�oN SLAB 1 JJ WALL FLOOR CEILING I MECHANICAL HEAT PUMP FURNACE DUCTS 1 �l p —2- OS 1 O GAS LINE 3.-1z O S( 'S (_L WOOD STOVE r PELLET CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD DUCTS (p MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT N's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING FIRE I PLANNING DEPT I BUILDING T Forms /Building Division/Building Permit (10/01/07).wpd BUILDING PERMIT INSPECTION RECORD 417 -4807 417 -4653 1 1 1 1 417 -4750 y�y�� y y J I 417 -4815 1 V 1 eA I 1 t IJe ID I ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED I YES I NO t M 1 1 1 1 1 I I I I Applicant or Agent eh[( 1.3c P Property Owner 4.' y.� l ��rF Phone Property Owner's Address �7 S. A (1 ,s4_, Contractor /Engineer c0 1 tizs IIke (ei ff Contractor /Engineer's Address (0(7 ('lttc'<<< 000.0 Rc4. License (sr) W t q( xplres t PROJECT ADDRESS '7„2:7 s clef St— Parcel Number 0(.0 3 C� (o300000 Proiect Type Brief Description. Check all that apply New Construction Addition sid,Remodel Repair Re -roof Demolition Sign Heat System Other Floor Areas Basement 1 Floor 2nd Floor 3 Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 h 1 4 C Le p_ 2 U.. Z tt oc /A F B-t) (?Lt h f taf-5 c. CA. 1 te r J d CI S �rl-� e'i S e_ f)rT ck:,.c' /tom. 4 e co 0 I&F.P u-et i k' i c- u c/ t u r� t �or I SC_[.0 z (d .te .S .S Cki c.--4-,‘L. 1 wall- mounted projecting freestanding awning other Total sign area sq ft. Maximum allowed sign area sa ft. Heat pump wood burning stove gas fireplace pellet stove other Existing (sq. ft.) Total footprint of structures 4 16 Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? Residential Commercial Multi family Proposed (sq. ft.) ft. TOTAL VALUATION 7q d 0/ sq ft. Lot size (3 Z2_ sq ft. Lot coverage3a 7 Occupancy group Occupant load Construction type F&l I have read and completed this application and know it to be true and correct. I am authorize understand that it is my responsibility to determine what permits are required, and, to ob projects. Date '7( Print Name era Li er L T Forms /Building Division /Bldg Permit Appl. -2006 Code doc Signature Phone For City Use Only Date Received d 1� r Permit# S -22 7 Date Approved j f s-f o ne 3Coo 68 O7 9' q(oo 4 /5 7 76, Lot Zoning 3( „n 4,R 1 67q per sq ft. of bedrooms of full baths of half baths Industrial 7i to apply for this permit and its prior to working on cfN 0 ZCL 1 r I 1 II 8th- St -Alder St 1 of 4 G ,tor 5 Q f 1 l os cur 5 V 3 I Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 08-00000371 Date 351510 727 S ALDER ST 06-30-11-5-5-0630-0000- ELECTRICAL ONLY 3/26/08 RS7 RESDNTL SINGLE FAMILY o Application desc T-stat Owner Contractor Ferre, Thad 727 S ALDER ST PORT ANGELES WA 983626615 ALL WEATHER HEATING & COOLING 302 KEMP RD PORT ANGELES WA 98362 (360) 9813 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL 123562 35.00 3/26/08 9/22/08 Plan Check Fee valuation .00 o .....j N ,.--J Qty 1. 00 Unit Charge Per 35.0000 EC EL-LOW VOLTAGE Extension 35.00 lj\ 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 ~ & ~ ~ SPECTION ELECTRlCAL TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE OUGH - IN FINAL OMMENTS: . Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 08-00000151 Date 211599 . 727 S ALDER ST 06-30-11-5-5-0630-0000- ELECTRICAL ONLY 2/07/08 RS7 RESDNTL SINGLE FAMILY o Owner Contractor SNELL, TTE GALE E 727 S ALDER ST PORT ANGELES WA 983626615 SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457-9270 WA 98363 permi t . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL ALTER RESIDENTIAL 120378 SIMPSON ELECTRIC 64.00 2/07/08 8/05/08 Plan Check Fee Valuation .00 o Qty 1. 00 .00 .00 Unit Charge 64.0000 46.0000 5.0000 Per ECH ECH ECH EL-R OR RM 0-200 ALT SRV FDR EL-R OR RM 1-4 ALT CIRCUITS EL-R OR RM ALT ADDNT CIRCUITS Extension 64.00 .00 .00 }j ~ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 64.00 64.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 64.00 64.00 .00 .00 \j\ ~ t1 ~ fJ -./ ~ I ,- i SPECTION ELECTRICAL TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE OUGH - IN ~ ~ FINAL OMMENTS: 't; ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 311 EAST 5TH STREET. PORT ANGELES. WA 91\362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 06-00000838 Date 328884 727 S ALDER ST 06-30-11-5-5-0630-0000- ELECTRICAL ONLY 8/05/06 o Owner Contractor FERRE, THAD 727 S ALDER ST PORT ANGELES (360) 457-7625 WA 983626615 SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457-9270 WA 98363 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL ALTER RESIDENTIAL SIMPSONI HOT TUB 83964 SIMPSON ELECTRIC 48.10 Plan Check Fee 8/05/06 Valuation 2/01/07 .00 o Qty Unit Charge Per 1.00 48.1000 ECH EL-R OR RM 1-4 ALT CIRCUITS Extension 48.10 t-J N ~ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 48.10 48.10 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 48.10 48.10 .00 .00 V\ ? ~ ~ T\f (j\' ~ COMMENTS/ACTION NEEDED ELECfRlCAL PERMIT I NSPECf ION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-II02.15(4'96J CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N~ 17769 ;? 5/ ri~ Port Angeles, Washlngtonm________m__m____m____m__mmm________m____, 19__000000 In accordance with the City Ordinance to regulate the Installation, extension, or repair of elec- rlcal equipment in, on, or about any building or other structure In the City of Port Angeles, per- fission is her~y grantj'to d6 electrical work as listed below. Address __)'Z:.2__oooA..____~e..&f!~m_________m_m__m_____m Occupancy__m___!~:_~_hm___.__.__mooo___. ?~ner --.Gi:.e-----A;j~~;~rl~~-]/ Tenant..______mooo__..m......._ooo__ooo__m....__ooo__.__.oooh..m__..__ Wiring Contractor ____,..____..___m_ooo_ooo__!_m_.<..12,.._____h______..ooo By._...__ooo__ooo__ooom_oooooo____..m_..h_.m__m___ooo...__..__ i I Light Outlets.....___............__........._.._..... heceptac1e Outlets.........._.................... Service, volts m_m..__...............______....... No. wires _...._.................._.____......... Dryer, KW __.uu.._._u...__.____......__.___ Size wlres........._........nnnnn__....._.. ~l1nge, KW ___.__...___..nn______....___n.__ Water Heater: Main fuse ._...............____.00__....__....... Enclosure n.m..._........_.......... KW....................................... Ileal' KW....................___.___..___............___... Type of wiring: Entrance Cable .......___. ).\rotors: size, volts and phase: Rigid Conduit .........______. Meta11lc Tubing 00__......_...... Current transformers: No. & Size.___m............__mn__ Ser. NO......n...,....n.._..._....nnn.....n..... Ser. No. ...n_h...nnn.......................n... Ser. NO"._....___.._.......n_.._.n__.............n Type at Wiring: Armored Cable .............................. Non-Metallic ................................. Knob & Tubemmnm......m__.........._ RIgid Conduit ..............._............... Metallic Tubing mm__n._n__...._._.._. Raceway ...._____...._...._............_._.n_ Circuits, Light.....mn_n.......................... Utlllty.................._..................______.. Heat ..........._.....___h_.__._.___......._.._n Range .._.._.......................___.____________ Water Heater ....mm___........_._....._. Motor ............_..________.____............_.... Dryer .......00........._.00.__.0000_...............__ Furnace ..........................w._................. Total Load....nnnn................. Ser. No.................,_...................._..... Total ......00_.0000___00.................... ~~=~_~~~:ooo:::t~~~~:::~:::~::~::?::::::::!t~~~:::::::::~::::~:~~~::::::::::::::::::::::::::::::::::::::::::::::::::::: -;~~;~--;~~ooo----m--m-ooo-h-mm;~~~~.h~~~~;~~-----.--.m-..m--ooo-..ooo-ooo~;jl?~z:=Z~~ $_h_h__mmooo__.._m_____oooooo.. NO..oooooo__......__m.....ooo By -m.--..----.._____m_.h..____oooooo.._m_mm_m.mooomm .- , NOTICE--Current must not be turned on until Certificate of Inspection has been issued. It 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 ELECTRICAL PERMIT N~ 1 77 6 9 (lddress........__...................................................._..._.__._.............._...__._...............-..--...........__.........Date..._....______.._.._........_.___...._...........____.. Owner _...........nn__n..............._.....__n__..._._......_.._................._....._.....__...........n__n____....... Tenant....n............n_nn............n_n_nn..............._.._.. WlrlngContractor_______.___..............___._____......._..._..__.._.........................__.._.......______.____...........__.._____.By.__.........._._.__._...............______._.........___..__.. NOTICE-Current must not be turned on until Certlflcate ot Inspection has been issued. It work is to be con- cealed dqe notice must be given the Inspector so that work may be inspected betore concealment. ~ ( I 1M" , Olympic Printers, Inc. ~ ~ " ELECTRICAL WORKPERMlT APPLICATION . Job wired by )!pElectrical Contractor 0 Owner Elcg,jh con~ &I~icc... siMm.l~73 J!P D/~.r~7 purct~','?fnte u~~ /01 C;ly PtJld 19t'1~1e9 SW,,3'IP 'fi~~.3 Jnstlllla.tivn dC:icriptiOll CJ Commercial )3 Reddoatial Cl New o Allcrod/ Additioo J./-IJ /; Tu..-6 ~,,~ "'-r . 'l'ell:phol1f number Y.s7-'jJ-70 F.A.X number 4J: S-~ PrcmiTt/:;;"5 ~;;""fP Addl'en or i.n~cdion , -' ci 7,i}...7 .;). A-,tp<__.rr' C;iy fblU- .4rvt~1 e.s Phone burgber 10 schJdule inspection: -r S7 - '1t~.;J.S OWner cu' df!.filled by RCIY.J9.J!:J.16/;(J) OWl1er will ucvupy tlU! .I'trl/Clure fuJ' two yearJ.' aJl~' thiJ. cJi:c:lricaJ permit is fillali2.l!rJ. (]) OJl.'rrcr is l'equired lu hire Cltl Illecrr<<.,u/ c;ontrClctar if abo..c: said property ~'fur salt!, retlt or lctlJ"lf. Aner rending the above stQtcm~l1t. 1 hereby c..:rtity lhat I am the owner of the abov~ named property or a lict:nse<.l electrical COlllnlClOr, I :un mak.ing: the electrical insUlI~ 11:Ition or alteration in compli:mcl: wi.th lhe ~1\!ClriciJJ IILWS, N.E.C.. RCW. Chapt~r 19.28. WAC. Chllptcr 296-46B. The City of Purl Ancclr,;s MuuicipaJ Cnd.-:. and Ulility Spceilic3lions. Sign:uur o Cash o Chock # Otrilletor t)r cll.ldrical Ol.dllliaistrator Date: 7b/ /()6 o Credit Card ~ Mastercard Discover Card# __~__________ Expiration Date ofc.rd 9'/.?%t.. Inspe"::lion fee $ 'f~. !.!L. Servlee Informarlon Electricallnad Additions and or subtraetlons o NO LOAO CHANGES o Baseboard KW Q Furnace KW Cl Heat Pump _ Ton _ LAR o Fan-Wall KW a Oll9rhead Servicf.l a i amp Service o Underground Service Voltage Phas<l Q 1 0 3 Service Size: Feeder Size: __ SAME DAY INS'i'ECTION. CALL BEFORE 7:00 AM 360-417-4735 ROUGH.IN THERMOSTAT / SERVICE '8 h"llo", -AL Olll~ Approvedl::ly 1.)..10: "Jlpru~ull By '- DlIl~ Al>III\)~Qj By FINAL / DITCH FEEDm f/~ W '- o~ ^pprQ~~ By '- D~ul Appro~cll By A~.."~",, By InliPc:ction Area. Building 01' Equipment InspeClc:d A~tion "rllkCIl Elecn'jeal Dale Inspector ~/-'Lio' t!J I'C Tb ~....#..;> ~ ,At<' A n , , . /-Ir'/ / &, '1/ J/Yh " 1 -- ~ I g-3cl fb '" 1 ~11:)3l3 NOSdWIS 0LG5LSP EP:S0 900G/IE1L0 10 39vd 02/04/2008 20:53 4579270 SIMPSON ELECTRIC PAGE 02 08-0lS l . ELECTRICAL WOltt( PERMIT Al'PLICATION . 1 e S P 'J mAlII.._ ...Jr+3D3lo ~UJ!:l 10/ v.) Clry S..", ZIP PO/\ t Anl(j-e..le.s fL)~. Q!33103. 'hlestbCMIC 'IIIImber . PAX fMlmber ~ 4-5'1- "'!;z. 70 f'"'- ....."Ql--Ji....... ....)1 (r_ I, ad. f-- C l-</eJ fA. n::.rr-t'..> Addrt.. .r ...peeeloa 7;4'7 S, (\lel~ 5-1-, CII, PDI<.+ tl-rute. Je.S PIIo.~ ann.ber St..~d~IMQ...et'.!!!I: 0- ... th/Iud by RCTf./9.1'.1dJ.-(/) 0-... 041/ n=1'J' tit. _,... fo, """ pm...lf/ilr tl1h 1IJ1It:~1 ,."".1' Lf~ (2) ()Mft!r II ,.,.,Ifet/",. hh aI'I e1~t:I"'021 eon,1'M:Mf' If.a~ srritt ",..".." 1$ for 1fIIr. ,."., or _'fr. Ah rood... lllo "".v. _~ I -,. ..nitY IbaII om th. ....,.. or tit. u...e AIIIMld property .. .. UClnlCld llhdriaal ~1', 1 'Il'I'I ...... ttJo eloetrk:ltl inat.... tali_ 01' altenttO'll 1ft ClC'lmpliMcl: whh &llio- elocttleAJ 111""_ N.ltC" RCW. CMI'ter 19.21, WAC. Ch"'.... 29';'_68, Tho City Dr Po" Anpl.. lII.olclpll r....... .nd U,II S ..111.."_. f"pat 11..-09 Irllll!IOftdMCripIt~ Q ea.m.rclnl i'......tIaI Q l'I... ~ AIIorIld!AlIdllIoe J- 9 c/ttf!.u8 s II em (Jc1~L) (l An U'j~{..s;.. $v:!,'.fcJ,<>.Q. ~ L~ ~u.rna.l!e.- 'JJc.vfc "f / h'1?e,l1fJLu J j(,"Jd,~ ~L4A~J' ~u.p Vf' ItI6 "'"" b,p o Owall' Date: ~-!I Q o Cub 0 Check # o CredilCIIII ~ . Mulm:ard Dilcover elll'll# __~-~_"____-____ B1qriIalion DollO ~.., ~ f..... I.."...,." fe. o Caru $. ,1,,",II1II- & 1 o - \II ---- ...e...... at eICldrlc,,' ""'bal.trlter _. o NO ~OAD CHI\NGES 0__ _KW lIl. Fumooo JJJ. KW 0 OvRIlletIld 8...... tlHmllPump _ Too_LAR 0 T8ll\flServlce o Fon-WRIl _ KlII 0 U~d S8N1oo SAME DAY INSPECTION, CALL BEFORE 7:00 AM J6ll-417-473S ~.lo~., c:.~~~ C".. ma VolIllGll _0'03 8eMco S1a: _ _..Btt.o, SERVICE ... "'-"""'. D~ Jo1NAL ,r/;!.~/~ ... rl!.U.lUC. InspeC1ion DJIltc .. - . ^_ Building or liquipmenr IIIlIf'ClCIDd Acti_TlllI:cla et8ctrlo.l rn!lpecllor PtL- ~'O I- _ A<f ~"l1'(:r '. .' ~.~:~ -;-:' ELECTRICAL INSPECTION WIRING REPORT 417-4735 C- 7 ~ A,-p!le.R APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 D..................... FINAL.................... ~ CORRECTIONS NEEDED: CLO~'TE-\ ]2.~ c...~S'S N~('" 'i f(j.6> J2" ~ 'V<.\E-NSIOpd, .1F"C">12- r-i'\h\3..l.J!"h~~ ~ .s\.Jg,"FAc~ Net' 3/y,2O ~Fcl 1'lZ:c)",Ec..T ~rlo-l ~,J NFZ-C 210" 6 I>< (:. COLJNT~ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 fi'ORTJl~ ",o~G'~ 8,___-. ~ ,.. 'EiiiII -g,~~!fJ ~1>~~f Ist)RKS&~ ELECTRICAL INSPECTION WIRING REPORT 417-4735 INSPECTOR ~ ADDRESS 72...7 T APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 IJ'--. . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 D. . . .. . . . . . . . . . . . . . . . . FINAL. . . . . . . . .. . . . .. . . . . . 0 CORRECTIONS NEEDED: -z;c;cP R~ lNS?~\ ~EJ'S- OK "'qQ Co 1) e.-f2- n7 - 'h~R NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS. INC. (360) 452-1381 ELECTRICAL INSPECTION WIRING REPORT 417-4735 PERMIT II C6-oI~ r o NERlCONTRACTOR CI,<"")P'<;P/:)N, 1E-l Fr" ADDRESS ALD <;;"1 APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 ~"'?~~ "n PoL ROUGH IN/COVER............... 0 D. . . .. . . . .. . . . . .. . . . . SERVICE. . . . . .. . . . ... . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . . 0 CORRECTIONS NEEDED: , . "'" ~ J>, \ L... ~ L JI>.."""t Ii'? ,~':t> 1::> /::) \ 9T t$.. '\ ljEA-') -:?1N. L< U /1-1 '" b Co V -e. e" ~"YA.l ~ k 1';"'( C H Y2 f--) "WBLL NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 Mar 25 08 07:03a p.1 -037 ..~.~ ~: \--.1' -.. ELECTRICAL WORK PERMIT APPLICATION Job wired hy ri. Electrical Contractor 0 Owner Installatioll descript:on o Commercial ". Residential Date Expires ~ew LV D Alterodl Addition f- s'ft:if WI n>, ~1 'J O:l'IlCr as d(:/ined hy RCW /9.1S.26J:(/j O~'o'Ilcr will or.:CUPJ' rile StrJlClUTe for two YCurJ after :M!> d('~rri{;a! permit is finalized. (1) Owner i.\" required 10 hir/! an eier.:triCil! contructor if abVl'C sail' properly is Jor .~a(c. rell! or lea.H:. After rcaJinJ; Ihe above stalement, I hereby c:crti fy that I <1m the o\\'ner of the above nar.lcJ pcopcn~- or a licensed electrical contractor. [ <1m making the clectriCill inslaJ- Jalion or alteration in corr.pliance with the :::Icctri:::al I<lws, N.E.C. RCW. Chapler 19.28, \VAC. Chapter 296-468. The City of Port Anl;cles MUflicipal Code. and Ulilil)' Specifications. Signature or o"'n~r. eleetdcal (: X ~ ~. :J Cash 0 Check # o Credit Card Card # Visa Mastercard Discover ---------------- Expiration Date of card ~'2?- Ele cal Load Additions a :J NO LOAD CHANGES u Baseboard _ KW o Furnace KW o HealPump _ Ton _ LAR D Fan-Wall KW Service Information o Overhead Service o Temp Service o Underground Service Vohage PhaseD 1 D 3 Service Size: Feeder Size: SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN , THERMOSTAT SERVICE 3J:z,~)Og IW tl"t~ "rrron.,jB)"/ D~,~ ,'ppr:",,,,! By DalC ^1'I',">cd By FINAL ) l DITCH I FEEDER ~32-/d5 ~ I l)~IC '\ppro,.oo B) 0:11: Appro\cd By ) D-~o Appo-~Hd B:, ./ Inspection Area, Building or Equipment Inspected AClion Taken Electrical DlIU: Inspector I . Oc..-R38 OS.-Df,?l