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Home My WebLink About413 1/2 W 2nd St - BuildingPREPARED 6/01/07 16 14 18 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/01/07 ADDRESS 413 1/2 W 2ND ST SUBDIV CONTRACTOR PHONE OWNER ARMSTRONG JOSH PHONE (360) 457 5752 PARCEL 06 30 00 0 0 3563 0000 APPL NUMBER 07 00000182 RES FOUNDATION REPAIR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/10/07 JLL BLDG FOUNDATION FOOTING TIME 09 00 5/10/07 AP 05/09/2007 04 36 PM LPANGRLE KYLE 775 1810 FOOTING MORNING INSPECTION 05/10/2007 04 58 PM JLIERLY 6/01/07 JLL BLDG FINAL BL99 01 06/01/2007 09 27 AM LPANGRLE GAIL CELL 477 1872 OFFICE 457 5752 CALL FIRST BLDG FINAL COMMENTS AND NOTES PREPARED 5/10/07 8 05 40 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/10/07 ADDRESS 413 1/2 W 2ND ST SUBDIV CONTRACTOR PHONE OWNER ARMSTRONG JOSH PHONE (360) 457 5752 PARCEL 06 30 00 0 0 3563 0000 APPL NUMBER 07 00000182 RES FOUNDATION REPAIR PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 5/10/07 1 C JLL BLDG FOUNDATION FOOTING TIME 09 00 05/09/2007 04 36 PM LPANGRLE KYLE 775 1810 FOOTING MORNING INSPECTION COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner ARMSTRONG JOSH 255566 HWY 101 PORT ANGELES (360) 457 5752 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge WA 98362 Per 10 00 3 0500 HND Special Notes and Comments 02/23/2007 11 42 AM PERMITS NO FINAL INSPECTION. WILL BE GRANTED UNTIL ELECTRICAL ISSUES HAVE BEEN TAKEN CARE OF BY PROPERTY OWNER Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged 80 50 32 20 4 50 117 20 t*_ j ntr for or Authorized Agent T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00000182 397462 413 1/2 W 2ND ST 06 30 00 0 0 3563 0000 RES FOUNDATION REPAIR COMMERCIAL ARTERIAL 1500 Contractor OWNER BUILDING PERMIT RESIDENTIAL FOUNDATION REPAIR 95869 80 50 2/28/07 Valuation 8/27/07 Plan Check Fee BASE FEE BL -501 2K (3 05 PER C) Date 2/28/07 STATE SURCHARGE 4 50 Paid Credited Due 80 50 32 20 4 50 117 20 00 00 00 00 00 00 00 00 32 20 1500 Extension 50 00 30 50 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 cons Z-L4 03' Date Signature of Owner (if owner is builder) Date 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 ROUGH -IN HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY ELECTRICAL LIGHT DEPT 417 -4735 BUILDING PERMIT INSPECTION RECORD 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 FUL 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 I NO 51 1407 I FINAL MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING I I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW ENGINEERING I FIRE 417 -4653 I I I I FIRE DEPT PLANNING DEPT 417 -4750 I I I I I PLANNING DEPT BUILDING 417 -4815 I 0(6/01/07 L L I I BUILDING T• \Policies \l 102 15 building permit inspection record05.wpd [1/4/24051 t DATE ACCEPTED BY. I FINAL DATE ACCEPTED BY. DATE ACCEPTED YES NO Applicant Agent: P rim Owner c C k S�ilban_a l Address -46 '1- -1 City Archltect/Engineer• CD Vt c. Contractor Fill State License City PROJECT ADDRESS Address: T,RGAL DESCRIPTION Lot: Block. CLALLAM COUNTY PARCEL NUMBER. TYPF,,OF WORK. I eesidential New Constr Multi- family Addition Commercial Remodel Repair Sign Other B F DESCRIPTION OF THE PROJECT PLANNING USE ONLY FOR OFFICIAL BUILDING PERMIT APPLICATION Date Rec Permit out COMPLETELY and in INK. Your application and site plan MUST BE ate p COMPLETE to be accepted for review If you have any questions, call P Approved PERMITS (360) 417 -4815 FAX(360)417 -4711 Date Issued: 1 72 epc7 Q Ll e Re -roof Stove Move Garage Demolition Deck COMMERCIAL/RESIDENTIAL. Occupancy Group No. of Stones: Lot Size: Existing Sq, Ft. Total lot coverage L4 ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other TAFORMS\BIdgPermitform.wpd Applic Phone: Phone. 2 i�,O S —3 765 C zip F. RT 2 Phone: Exp Phone: Zip ZONING Subdivision. SIZE/VALUATION SF /SF SF /SF SF /SF TOTAL VALUATION OC, re) M n� OP Occupant Load. Construction Type: Proposed Sq Ft. TOTAL Sq Ft. SE O I' Date: APPROVALS PLAN BLDG DPWU FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Buildmg Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. 1 hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my re)pility to determine what permits are required not the City's, and that l must obtain such permits prior to work. o..7 t: 4' 16' -2 MIN. 1 INSTALL 4x8 POST 4' MIN. 8' -6 "f DEMO EX. CONC. SLAB AS REO'D TO INSTALL 30 "x30 "x12" THK. CONC. FOOTING W //4 BARS 0 6" O.C.E.W (TYPICAL 4— PLACES) DENOTES BRACED WALL LINE. ifs" MIN. WOOD SHEATHING (RATED) 4' WIDE, (1) SIDE, ON 2x4 STUDS 0 16" O.C. AND NAILED 8d 6" O.C. EDGES, 12" O.C. FIELD. COMMON OR DEFORMED SHANK NAILS. FASTEN PLATES PER IBC 2304.9.1. NO HOLDOWNS REQUIRED. BLOCK ALL PANEL EDGES. INSTALL ABU66R POST BASE, (TYP 4— PLACES) 11' -6 8'* 36' -6 1 I L EXISTING STAIRWAY (APPROXIMATE LOC.) 4' MIN. 4' MIN. 1 l 7 r_ EX. 8x8 BEAM INSTALL BRACED PANEL. SEE SECTIONS AdcB /2 11 —6"± EXIST. CONC. PORCH, REMOVE AND REPLACE WITH 2x8 DF#2 JOISTS AND 2x DECKING PER OWNER 7' -9 EXIST. 2x4 STUD WALL SUPPORTING CONC. PORCH ABOVE 7't EX. 6x8 POST (TYP I l EX. STAIRWAY, (DIMENSIONS APPROX.) 4' MIN. 4' Approval Date 1k W_ 1 MIN. I j 4't d 4 d a 4 a 4 6'i a d B 4 43 3' 8 "t a 4 4 4 41 a co 0 N a) —ic z z FILE CITY OF PORT ANGELES Construction Plans The Issuance of this permit based upon these pins specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plan, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of t jurisdiction. e.) ll P.oe SCALE. Y 1 2/12/07 FILE. 07020 A -1 J JOB NO: 07020 _I EXPIRES: /LG SHEET 1 OF 3 N y34 Ale; cn y 0 U O g 0 W Z NAIL EX. JST TO BLKNG. W/(2) -16d NAILS EA. SIDE RPS18 STRAP AT ALL PLATE SPLICES (TYP) s 1 A ATTACH SILL TO CONC. W/J¢ "0x5" TITAN HD ANCHOR 0 48" O.C. AND WITHIN 12" OF EA. END J 1 INSTALL 2x BLOCKING NAIL EX. JST TO BLKNG. W /(2) -16d NAILS EA. SIDE ATTACH BLKNG. TO PLATE W /A35 CUP EVERY OTHER BAY SECTION RETROFIT BRACED PANE SCALE: i t�' 1' d INSTALL H2 CLIP PER JST 2x STUDS 24" O.C. a a d REMOVE EX. SILL PLATE AND INSTALL P T 2x4 SILL u EX. BLKNG. n a a a a a a INSTALL 2x BLKNG. BTWN. EA. JST. BAY ATTACH BLKNG. TO PLATE W /A35 CUP EVERY OTHER BAY EXIST. 2x8 JST BOUNDARY NAIL 8d 0 6" O.C. EX. 2x4 STUDS 24" O.C. EX. CONCRETE STEMWALL BP• INSTALL Re RATED SHEATHING NAIL 8d 6/6/12, TYP WHERE SHOWN ON PLANS REMOVE EXIST SILL PLATE AND INSTALL PT 2x4 SILL, ATTACH TO CONCRETE W/ J¢ "0x5" TITAN HD ANCHOR 48" O.C. AND WITHIN 12" OR EA. END OF SILL PLATE BOUNDARY NAIL 8d 0 6" O.C. d a EXIST. CONC. SLAB AND FOUNDATION. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION SECTION RETROFIT BRACED PANE SCALE: 1 1' EX. DECKING C: I- z F U S CALE. 1 1 t7CTE. 2/12/07 ALE. JOB NO: SHEET OF 07020 A -1 07020 r I EXPIRES: 6tf&JJ 2 3 N 2 as L 5 O mZ W o I U) w 06 H Q U s i o N GENERAL NOTES 1 Engineering Design loads: Roof live load: 25 psf Wind loading based on:100 mph/Exposure "C" Seismic Zone: 02 per I.B.C. 2. Construction shall conform to these plans and all applicable codes and local ordinances including the 2003 Edition of the International Building Code. SOIL NOTES 1. Foundation design is based on: soil bearing capacity of 1500 psf with increases per I.B.C. Table 1804.2. 2. All footings except where noted otherwise on plans shall be set at least 12" into undisturbed earth or certified compacted fill. 3. Any unusual soil conditions such as organic soils, cloy pockets or uncertified fills shall be brought to the attention of the engineer prior to construction. WOOD FRAMING NOTES 1. All framing shall be Douglas Fir/Larch as follows unless noted otherwise on the plans. o. Studs, cripples and miscellaneous vertical framing shall be stud grade or better b. Joist and rafters shall be No. 2 or better c. Headers and beams shall be No. 2 or better 2. Plywood sheathing shall be grade C —D, exterior glue or Structural II, exterior glue in conformance with IBC standard 2304. Oriented strand board of equivalent thickness, exposure rating and panel index may be used in lieu of plywood. Sheathing fasteners shall be driven flush to face of sheathing with no countersinking permitted. Nailing shall be per IBC Table 2304.9.1 unless noted otherwise on plans and /or in shear wall schedule. 3. limber connectors called out by letters and numbers shall be Simpson Strong lie Connectors. Provide the number and size of fasteners as specified by the manufacturer s recommendations. Where connector strops connect two members, one —half of the nails or bolts shall be placed in each member All bolts in wood members shall conform to ASTM A307 Alternate Joist hangers and other hardware may be substituted for items shown provided that they are ICBO approved for equal or greater load capacity. All joist hangers and other hardware shall be compatible in size with members provided. All connectors used with pressure treated wood shall be ZMAX, Post Hot Dipped Galvanized, or SST300 (Stainless Steel). Use only stainless steel fasteners with stainless steel connectors. Use only Hot Dipped Galvanized fasteners with ZMAX and Post Hot Dipped Galvanized connectors. 4. Holes for bolts shall be the bolt diameter plus )fe 5. All bolts, threaded rod and lag screws shall be tightened on installation and retightened before closing in or upon completion of the job. 6. All bolts, lag screws and threaded rod shall be provided with washers where the nut head bears on the wood. Washers shall hove o minimum dimension of at least two bolt diameters. 7 Anchor bolts shall be provided at a maximum spacing of four feet or as shown on the plans. Each section of mudplate shall hove of least two bolts with one bolt not more than 12" from each end. 8. The minimum size of anchor bolts shall be )4" diameter by 10" long. The minimum embedment shall be 7" into the concrete and no anchor bolt shall be located closer than 2" from the edge of the concrete. All bolts shall conform with ASTM Standard A -307 Plate washers a minimum of 2" x 2 x 44e thick shall be used on each bolt. 9. All nails for structural work shall be common wire nails as indicated on the plans or IC80 approved mechanically driven fasteners of equivalent holding strength. Nail size and spacing shall be as required by the IBC Table 2304.9.1 and as specified on these plans. 10. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal width or at least 2" or be supported by sheet metal connectors as manufactured by Simpson or equal. 11 All connections between wood members not specifically detailed heron shall be nailed with the minimum nailing specified in IBC table 2304.9.1. CONCRETE NOTES 1 Concrete shall be a commercially available transit —mix properly proportioned and delivered to the site In ready —mix trucks. Aggregate size shall be a maximum of 14" in foundations and 9" at all other locations. Slump should not exceed 4" Curing compound shall be sprayed on all exposed surfaces immediately after final trowelling. 2. All cement shall conform to the ASTM Standard C -150. All aggregate shall conform to ASTM Standard C -33. All reinforcing bars shall conform to ASTM Standard A -615 as follows: #3 —#5 Bors and WWM —Grade 40 Bars and larger —Grade 60 All rebor to be welded shall be ASTM A706 steel. Preheat all bars #7 and larger per AWS 014 -92. Preheat not required for bar sizes #6 and smaller 3. Concrete used for basement walls (not exposed to weather), basement slabs, foundations and interior slabs on grade except garage slobs shall have o minimum 28 —day compressive strength of 2500 psi and shall not contain less than 5 socks of cement per cubic yard. 4. Concrete used for basement walls, foundation walls, exterior walls, porches, carport slobs, garage slabs, steps exposed to weather and other vertical concrete work exposed to weather shall have o minimum 28 —day compressive strength of 3000 psi and shall not contain less than 5 —)4 socks of cement per cubic yard. Concrete shall also be air entrained. Total air content (percent by volume) moll not be less than 5X or more than 7X. 5. Splices in continuous reinforcement shall lap as noted on the plans as follows: Grade 40 reinforcing bars: Minimum of 32 bar diameters Grade 60 reinforcing bore: Minimum of 48 bar diameters 5. Unless shown otherwise, the minimum concrete cover for reinforcing shall be 3" when placed directly against earth and 2" for all other locations unless specified on the plans. SCALE. SHEET Y" 1 2/12/07 OF 3 3 FILE. 07020 A -1 LZITNO: 07020 A it P i2 EXPIRES:,a= U /ijt) Application Number 07 00000016 Application pin number 406608 Property Address 413 1/2 W 2ND ST ASSESSOR PARCEL NUMBER 06 30 00 0 0 3563 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Owner Contractor ARMSTRONG JOSH 255566 HWY 101 PORT ANGELES (360) 457 5752. WA 98362 CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 BOB S ELECTRIC INC 2293 DEER PARK RD PORT ANGELES (360) 457 6887 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc BOB S EL ALTER SVC +HEAT CIR Permit pin number 93005 Sub Contractor BOB S ELECTRIC INC Permit Fee 64 00 Plan Check Fee Issue Date 1/24/07 Valuation Expiration Date 7/23/07 COMMENTS/ACTION NEEDED Date 1/24/07 WA 98362 00 0 Qty Unit Charge Per Extension 1 00 64 0000 ECH EL R OR RM 0 200 ALT SRV FDR 64 00 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 ELECTRICAL PERMIT INSPECTION RECORD 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 ACCEPTER KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO DITCI1 ROUGH -IN 1 COVER SERVICE f -5-07 FINAL I f -5 I f 171l JI I I I I I I I I I I GENERAL COMMENTS: PW -I 102.13141961 @ .. -- "'<;;;0> CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name property Zoning . . . Application valuation 03-00001074 Date 11/04/03 413 1/2 W 2ND ST 06-30-00-0-0-3563-0000- RE-ROOF COMMERCIAL ARTERIAL BOO Owner Contractor ARMSTRONG, JOSH 333 GRIFFITH FARM ROAD SEQUIM WA 98382 (360) 457-5752 OWNER Permit BUILDING PERMIT - NO PR FEE Additional desc TEAR OFF, FELT, COMP Permit Fee 56.15 Plan Check Fee .00 Issue Date 11/04/03 Valuation BOO Expiration Date 5/03/04 Qty Unit Charge Per Extension BASE FEE 47.00 3.00 3.0500 HND BL-501-2K (3.0S PER C) 9.15 Other Fees STATE SURCHARGE 4.50 ~ ~ ~ ~ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 56.15 56.15 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 60.65 60.65 .00 .00 ~ ~ P-- ('jl ~ Separate Permits are required for electrical work. SEPA, Shoreiine, ESA. utilities. private and pubiic 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 ereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ord' ances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presu e 0 give aut . to violate or cancel the provisions of any state or local law regulating construction or the performance of con ru i Signature of Owner (if owner is builder) Date BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE, IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION, KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I I PLUMBING UNDER FLOOR I SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW /wATER AIR SEAL WALLS I I I CEILING I T I FRAMING JOISTS I GIRDERS SHEAR WALL WALLS I ROOF I CEILING DRYWALL I-BAR INSULATION SLAB I T WALL I FLOOR/CEILING I I MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD I DUCTS PW UTILITIES I SITE WORK (Engineering Division) SEPARA IE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PEIUvlIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE VES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W.I PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 IJ.J-(}q-I-;J.J I l,J..J." BUILDING T:\PLANNING\FORMS\1102.15 [4/2002] PREPARED 4/29/04, 12:27:39 NSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 4/29/04 --------------- ------ ------------------ ----- ------ ADDRESS 413 1/2 W 2ND ST SUBDIV CONTRACTOR PHONE OWNER ARMSTRONG, JOSH PHONE 360} 457-5752 PARCEL 06-30-00-0-0-3563-0000- APPL NUMBER: 03-00001074 RE-ROOF -~-------------------~-------------- -- ------------- PERMIT: BNOP 00 BUILDING PERMIT - NO PR FEE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------- ------------------------- BL99 01 ~ J~ BUILDING FINAL DALE 477 0651 COMMENTS AND NOTES j ,'k> t> ti ~ctriCal Contractor CJ Owner ~.......""ii' 0 Request Inspection a Annual Permit a Alarm 0 Carnival [:J Commercial Q Residential CJ Residential MaiDI. Q Signs 0 Thermostat CJ 'lelecom. ELECTRICAL WORKPERMlT APPLICATION, . Job wired hy ~ricaJ Contractor a Owner Installation description A r:11"Y? 4-~;"l ./ ~, e,l~...,.2S'./ ~ Electrical contractor name License n\lmbcr 62- -z.:7f ;4-'< i"i' <:!- ut'chasa's mailing address ..,~ 1?.3 ~~Ae C- f.!+6'A("Y~.lA L(.lla. Teh::phone num6).r AklK Slale ZlP q~t?Z- FAX number :S-.;l - 99''1'8 COover Approved By &12 #in.., _ Cover " VIsa Mastercard Discover if I herebycerri.fY that I am the owner of the above named property ai' a licensed elcctrical contractor (or the firm's authorized agent) and am making the electrical installation or alleralion in compliance with the electrical law. Chapter 19.28 RCW. .... ~ or t1eC:trlc.31 adminlsrr;Hor x ? , WALLS Insu.lation Only CEILING JIlSUI1ltiOn Only THERMOSTAT 0;110 Ap,,'ov~d 0", DITCH FEEDER D;jIC AIlOtOved By DalC Al'flmvecl ey' .1;.1 ctrlcal Load Ad it- d r subtractions NO LOAD CHANGES Baseboard K'IN Q Furnace KW (J Heat Pump _ Ton _ LAR o Fan.Wall KW Service Information o Overhead Service a Temp Service o Underground Service Voltage PhaseD 1 0 :3 Service Size: Feeder Size: Inspection Date Area, Building or Equipment Inspr:ctcd Action T:1kcn Elccttical Inspector L (: vcet;;;. W Ccl e,':7" 10'22.'2 lkv /-0 -07 td W~9G:tt L00G Z0 'U€[ D'66 GSl> 09Z t 'ON X~.:J ~1..1P"13 S,ElOEl WOeJ.:J CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . INSPECTION REPORT. . . . . . ..... REQUEST Date /1- LJ ~ 0 'i Time J 0 " 3 V .4~'\.Received by (phone, person) Location of Work to be inspected ,-/10 ~ E ~,." l. Name of person requesting inspection LJ co.- r ~ ,- IIh 1/ . Address of person requesting inspection ! 7 T"- tf 15 sr Phone No C:/ /7" V fI '1'1 Type of Inspection (circle appropriate one) Permit No Sewer Foundation Framing Chimney Plumbing Final Sewer Excav & t/l-1:-1-re r Time 10: J i) 1MBy 7( 7 /:;v~J s/de or //1e/~/ . RESTORA TION REQUIRED YES NOV 1; ~ (f.-....---.. ---- 1)73' -, ~ , "...!..~ ~/3 C~/~ '^ \J ~ '-C.I -J) (j ~ SURFACE RESTORATION SURFACE TYPE ~ Unimproved 0 Gravel [] Repaired by City [] Repaired by Permittee [] No Damage Found D Asphalt D PCC 0 Other Work Order # -I J (]0f5 - ..311 % COMPLETE D INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) City of Port Angeles Public Works Department Water DIstribution Repair Report IWork Order No (3'SD""6' - J /1 jCrew7/7 DATE REPORTED I fA/_ i/ 'l CONDITION EIvlERGENCY 0 ROUTINE t( CITIZEN COMPLAlNT 0 LEAK.A.GE SURVEY 0 OTHER 0 DATEOFREPAlR. Jl--'/'()'I TIME lo'.JO REF AIR LOCATION ADDRESS '-I/O M E 3- VJ<! ~.M. OP.M. TYPE OFMAlN Gf A/~ \\ SIZE. 1 CLOSEST VALVE DEPTH. A'" ~ DEPTH OF MAIN COMPONENT REPAIRED. MAIN JOINT 0 CrR BREAK 0 SPLIT BELL 0 LONG BREAK 0 HOLE 0 CLAMP 0 OTIIER SERV1CE. TAP 0 CORP STOP 0 PIPE 0 CURB STOP 0 FITTING 0 :METER SETTER 0 METER 0 LINE VALVE. FLANGE NUTS/BOL TS 0 STEM 0 BONNET 0 HYDRANT BRANCH 0 VAL VE 0 BARREL 0 OTHER. f3 a.c.i .., Icl~. or dle f~ /" COlvlPONENTS OF REF AIR. CLAMPD DRESSERO OTIIER 3~ /II~ f.,! ,. c) ~ J ,,~14 t h, IE f'l e SITE CONDITION GRA VEL 0 ASPHALT 0 SIDEWALK 0 CURB 0 TOP SOIL AREAX'" SOIL TYPE CUTS ASPHALT CUT _FT CURB CUT _IT SIDEW ALK _IT - DRlVEW A Y CUT _IT I\.1AlN CONDITION INTERNAL LINING A/~ 11JBERCULATION-MlNOR 0 SEVERE 0 EXTERNAL CORROSION LOCALIZED 0 EXTENSIVE 0 CHLORINE RESIDUAL SAMPLE P P.M. WATER OFF FROM M.TO M. FROM M.TO M. ,\'pp ~RE:NT CAUSE OF LEAK. 61f) jJ,//-i' r