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912 W 4th St - Building
Building Permit 912 W 4 th St 12-151 PREPARED 9/14/12, 9:20:19 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/14/12 ----------------------------------------------------------- ------------------------------- — - ADDRESS . : 912 W 4TH ST SUBDIV: CONTRACTOR : PHONE : OWNER DIANE MARKLEY PHONE : (360) 460-5639 PARCEL 06-30-00-0-1-0605-0000- APPL NUMBER: 12-00000151 RES REPAIR -- — — - --- ----------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------- --- — --------------------- — ---------- ------------------------------- — — BL3 01 4/12/12 JLL BLDG FRAMING 4/13/12 AP April 12, 2012 9:19:12 AM hcatuzo. DIANE MARKLEY 460-5639 April 13, 2012 8:03:48 AM jlierly. BL99 01 9/14/12 JLL BLDG FINAL September 14, 2012 9:08:24 AM pbarthol. Diane 460-5639 -------------------------- --- COMMENTS AND NOTES J s, CITY OF PORT ANGELES s DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 12-00000151 Date 2/21/12 Application pin number . . . 598758 Property Address . . . . . . 912 W 4TH ST ASSESSOR PARCEL NUMBER: 06 -30 -00 -0 -1 -0605 -0000 - Application type description RES REPAIR Subdivision Name . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 2016. ---------------------------------------------------------------------------- Application desc COVER EXISTING 'DECK/REPLACE EX DECK ----------------------------------------------------------------------------- Owner Contractor DIANE MARKLEY OWNER PO BOX 2835 PORT ANGELES WA 983620333 (360) 460 -5639 Permit . . . . . . BUILDING PERMIT -RESIDENTIAL --------- Additional desc . . REPLACE/COVER EXIST DECK Permit Fee . . . . 109.75 Plan Check Fee 71.34 Issue Date . . . . 2/21/12 Valuation . . . . 2016 Expiration Date . . 8/19/12 Qty Unit Charge Per Extension BASE FEE 95.75 1.00 14.0000 THOU BL -2001-25K (14 PER K) ------------------------------ 14.00 ---------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 Fee summary Charged Paid Credited ----- ---- Due Permit Fee Total 109.75 109.75 .00 .00 Plan Check Total 71.34 71.34 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 185.59 185.59 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is build r) 0 i:rormsiBunding Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS -- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage / Downspouts Piers Planning 417-4750 Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor / Slab Rough -in Water Line Meter to Bldg) Gas Line Back Flow / Water AIR SEAL: Walls Ceiling FRAMING: Joists / Girders / Under Floor Shear Wall / Hold Downs Walls / Roof / Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall / Floor / Ceiling MECHANICAL: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building ® 417-4815] T:Forms/Building Division/Building Permit �10 PERMIT APPLICATION Print in ink 4DateFor City Use Only: ,Approved ate Received X 112 12 ermit# jv7--/SA l� ) CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth St., Port Angeles, WP, 98362 (360) 417-4815 fax (360) 417-4711 Applicant AN M CzK Lam`( Phone Property Owner Phone y BOO — S6 3 5_ Q Property Owner's Address G \ 2QU , % Contractor Phone i Contractor's Address License # Expires E-mail PROJECT ADDRESS 112- - t4 fes, eLiK fo(r. Parcel Number OC)OO r0 �2oCIOno Lot3•V w 20' Zoning Proiect Type & Brief Description: V Residential ❑ Multi -family ❑ Commercial ❑ Industrial Check all that apply ❑ New Construction Addition ❑ Remodel Repair Ck— 'jf 1 ' ia_f ❑ Demolition -1nJ �� IA?►-� ❑ Re -roof o'TTOo garage ❑ other — ❑ tear off & re -roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood -burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other Floor Areas Existing (sq. ft.) Proposed (sq. ft.) Basement @ per sq. ft. _ $ 15' Floor _ 2 d Floor i.<L 3'd Floor Garage Carport Covered Porch Deck Shed �? Other B-� TOTAL VALUATION $ 201 fp Total footprint of structures Lf %— sq. ft. _ Lot size j ( 2-0 Q sq. ft. = Lot coverage Z% Site Coverage = the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage % Max. height of proposed structures ft. Occupancy group # of bedrooms Will a lawn sprinkler system be installed? Occupant load # of full baths Will a fire sprinkler system be installed? Construction type # of half baths l have read and completed this application and know it to be true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date Print Name �JAN� M Arz-[<L_EY Signature Gi d T:Forms/ uilding Division/Building permit application Site Plan araY: 1 // Keynotes O1 NEW CDYEAED DECK ,(:D EXISHNC ASPHALT WWNAY (�D EX6 W CDNCAEIE SON" © EXS DECK "E" AKAB Residence 912 W. am meat Port Angeles, Wa D�rE OCIAT aaeeXw WA eo.aa.oTeo [7k Markley Residence 912 W. am meat Port Angeles, Wa D�rE m-2e-2mz JOB NO. INUWN BY. Lot Coverage SHEEr OT.A(U BDINwG /AECU_AWE): x42 4SE.. A2.1 LOT --I: 2-M 2 a > n V2, 1 1 Covered Porch Structural Design for Markley Residence 912 W. 4th Street Port Angeles, WA 98363 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 City of Port Angeles Building Inspector 321 East Fifth St. Port Angeles, WA 98362 Subject: Scope of Engineering for: Structural Design Markley Residence 912 W. 4th Street Port Angeles, WA 98363 (360) 452-3023 • Fax (360) 452-3047 619 S. Chase Street • Port Angeles, WA 98362 February 9, 2012 Enclosed is the structural design of the Covered Porch for Markley Residence. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces I have per a limited lateral analysis of the covered deck and roof only. The rest of the construction appears to conform to the prescriptive standards of the building code. Please give me a call if you need any additional information. Sincerely John E. Partch, P.E. a OFFSS1014 v� Structural Design Markley Residence 912 W. 4th Street Port Angeles, WA 98363 DESIGN CRITERIA ELEVATION LESS THAN 625 FT SNOW LOAD GROUND= 25 PSF SNOW ROOF = 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD =10 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) WIND SPEED, VFm = 85 MPH 3 SEC GUST, Vas =100 MPH EXPOSURE D SEISMIC ZONE D, SOIL BEARING =1500 PSF REFERENCES DESIGN STRESSES DOUGLAS FIR/LARCH #2- 2 & 4 x Fb = 900 PSI Fv =180 PSI E=1.6 (10)6 PSI DOUGLAS FIRILARCH #1- 2 & 4 x Fb = 1200 PSI Fv =180 PSI E=1.8 (10)6 PSI HEM FIR #2- 2 &4x Fb = 850 PSI Fv =150 PSI E=1.3 (10)6 PSI GLU-LAM BEAMS 24F -V4 Fb= 2400 PSI (T) BOTTOM Fb=1850 PSI (T) TOP Fv= 265 PSI E=1.8 (10)6 PSI (1) INTERNATIONAL BUILDING CODE 2009 (2) INTERNATIONAL RESIDENTIAL CODE 2009 (3) MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES ASCE7-05 (4) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005 (NDS -05) (5) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2005 (ACI 318-05) (6) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 2005 (ACI 530-05) (7) SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS 2005 (ASCE 360) (8) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG -TIE (9) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000 (10) RISA -21) RAPID INTERACTIVE. STRUCTURAL ANALYSIS - 2-DIMENSIONAL VERSION 6.5 General Notes 1. Ground snow load = 25 PSF, roof snow load = 25 PSF 2. Maximum soil bearing capacity = 1500 PSF 3. Seismic Zone D1. 4. Wind, VFM = 86 MPH, 3 second gust, V33 =100 MPH, Exposure "D". 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong -Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate roof snow load and appropriate snow drifts as noted in the IBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to U360. Total load deflection will be limited to U240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. General Concrete Notes (The Following apply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2009 International Building Code. 2. Concrete shall attain a 28 day strength of F'c= 2500 psi, 51/2 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615 -76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (including hooks and bends) in accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars in all wall intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material Single story structures 12" below original grade Two story structures 18" below original grade Three story structures 24" below original grade 9. Concrete slabs in living spaces shall be 4 inches thick minimum, with 6x6, 10 ga W.W.M. over 2" clean damp sand, over 6 mil vapor barrier, over 4" crushed rock, over compacted subgrade. 10. Other concrete slabs shall be 4 inches thick minimum, with 6x6, 10 ga W.W.M. over 4" crushed rock, over compacted subgrade. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2009 IBC. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 2304.9.1 of the 2009 IBC 3. All structural framing lumber such as 2x_ joists, and rafters to be Douglas Fir No. 2, Spruce/Pine/Fir No. 2, or Hem/Fir No. 2 kiln dried. 4. All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. S. All structural posts to be Douglas Fir No. 2. 6. All structural headers to be 4x Douglas Fir No. 2. 7. All Glu -lam beams to consist of Douglas Fir kiln dried 24F -V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather, and/or moisture shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather, and/or in ground contact shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors, nails, bolts, and other fasteners in contact with pressure treated wood shall have the following finishes: 11. When using Stainless Steel or hot -dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot -Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 13. All columns in framed walls to be well nailed into adjacent framing in order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers, or double 2x10 headers over and one trimmer and one king stud each side of all openings 5 feet or less in width In stud bearing walls not detailed otherwise. 16. Provide 4x10 headers, or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet in width In stud bearing walls not detailed otherwise. 17. Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 18. At joist areas: Provide solid blocking at bearing points and at intermediate bearing locations. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise. 20. Toenail joists to supports with 2-16d nails, 2-10d box nails for TJI joists. 21. Attach joists to flush headers and beams with Simpson "U" series metal joist hangers to suit the joist size. 22. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted in the shearwall schedule. 23. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @ 6" o.c. to framed panel edges and over stud walls shown on the plans @ 12" o.c. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted in the shearwall schedule. 24. Provide continuous solid blocking at mid -height of all stud walls over 10' in height unless wall Is blocked per shear wall note. 26. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. Wood Treatment Finish CCA -C and DOT Sodium Borate SBX Galvanized, 0.60 o ACQ-C, ACQ-D, CBA -A, CA -B, Other Borato (Non- Post Hot -Dip Galvanized, ZMAX galvanized, 1.85 DOT) oz/ftz ,, or SST300-Stainless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-Stainless Steel and other pressure treated woods. 11. When using Stainless Steel or hot -dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot -Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 13. All columns in framed walls to be well nailed into adjacent framing in order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers, or double 2x10 headers over and one trimmer and one king stud each side of all openings 5 feet or less in width In stud bearing walls not detailed otherwise. 16. Provide 4x10 headers, or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet in width In stud bearing walls not detailed otherwise. 17. Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 18. At joist areas: Provide solid blocking at bearing points and at intermediate bearing locations. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise. 20. Toenail joists to supports with 2-16d nails, 2-10d box nails for TJI joists. 21. Attach joists to flush headers and beams with Simpson "U" series metal joist hangers to suit the joist size. 22. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted in the shearwall schedule. 23. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @ 6" o.c. to framed panel edges and over stud walls shown on the plans @ 12" o.c. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted in the shearwall schedule. 24. Provide continuous solid blocking at mid -height of all stud walls over 10' in height unless wall Is blocked per shear wall note. 26. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. MARKLEY RESIDENCE Tue Feb 07 17:00:38 PST 2012 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 48.123000000000005 Longitude = -123.45300000000002 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.118 (Ss, Site Class B) 1.0 0.471 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 48.123000000000005 Longitude = -123.45300000000002 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.053 ,Fv = 1.529 Period Sa (sec) (g) 0.2 1.177 (SMs, Site Class D) 1.0 0.720 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 48.123000000000005 Longitude = -123.45300000000002 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.053 ,Fv = 1.529 Period Sa (sec) (g) 0.2 0.785 (SDs, Site Class D) 1.0 0.480 (SD1, Site Class D) f o,0�t+- V-0c::2�-_-- Vr- 1Z--FL-- WIAJ :pt� Fiv wr.r a—� kv ,r �S f i AJt> r N may= -1¢,-7 '?-� ; 9-7o 0-- TFC row 14-7 q, -F -13 -°1 ff-Ag- -1zo, S�fy: - Vf- = vn�Zo G�� 73#C(.6)= V'1N,+rL- 11- - DATE:4` V SEASONS SCALE: DRAWN BY: ENG/NEER/NG, INC. (360) 452-3023 CHECKED: 619 S. Chase St., Port Angeles, WA 98362 1 SHEET OF cx_I,;�;5 0:5, C�LZrAW4&-5 Clv—., 50'e'g.C, DATE:4 SEASONS SCALE: l y- ��"�--��/ DRAWN BV: ENGINEERING, INC. (360) 452-3023 CHECKED: 619 S. Chase St., Port Angeles, WA 98362 1 SHEET OF 'Po 6lzbll-z INSPECTION TYPE ELECTRICAL PERMIT DATE: RESULTS: INSPECTOR: DITCH Q CITY OF PORT ANGELES SERVICE ,C 360-417-4735 N Application Number . . . . . 12-00000424 Date 4/13/12 447 Application pin number . . . 546888 Property Address . . . . . . 912 W 4TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-1-0605-0000- On' your eXCI$e tax form Y Application type description ELECTRICAL ONLY Subdivision Name . . . . . . to the City of Port Angeles Property Use. . . . . . . . Location Code 0502) Property Zoning . Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 circuit exterior porch ---------------------------------------------------------------------------- Owner Contractor DIANE MARKLEY OWNER PO BOX 2835 PORT ANGELES WA 983620333 (360) 460 -5639 ------------------------------------------------------ -- Permit . . . ELECTRICAL ALTER RESIDENTIAL Additional desc . . c� Permit Fee . . . . 63.00 Plan Check Fee .00 Issue Date . . . . 4/13/12 Valuation 0 Expiration Date 10/10/12 Qty Unit Charge Per Extension 1.00 63.0000 ECH EL -R- BRANCH CIR WO/ SER FEED 63.00 Fee summary Charged ---------- Paid Credited Due. ---------- ---------- ---------- ----------------- Permit Fee Total 63.00 63.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 63.00 63.00 .00 .00 'Po 6lzbll-z INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL 447 COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:\EXCHANGE\BUILDING nD IIt L. l�I c L1 t,�L;; CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections ARR 1 ? � 321 East Fifth Street — P.O. Box 1150 / Port Angeles Washington, 98362 _ r Ph: (360) 417-4735 Fax: (360) 417-4711 ELECTRICAL INSPECTIONS Date: 0-'- 13 - 12 _ 1 & 2 Single Family Dwelling * Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 1 Z kits 4 a Building Square Footage: Description of above Owner Info mation Contractor Information Name: 6 vName: Mailing -Address: V6 Bo -4— 3 Mailing Address: City: Vibv -A_" State: WA Zip: City: State: Zip: Phone: U— Fax: Phone: Fax: License # / Exp. License # I Exp. Item Unit Charge Qty Total (Qtv Multiplied by Unit Charge) Service/Feeder 200 Amp. $120.00 $ Service/Feeder 201-400 Amp. $146.00 $ Service/Feeder 401-600 Amp $ 205.00 $ Service/Feeder 601-1000 Amp. $ 262.00 $ Service/Feeder over 1000 Amp. $ 373.00 $ Branch Circuit W/ Service Feeder $ 5.00 $ Branch Circuit W/0 Service Feeder $ 63.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 75.00 $ Temp. Service/ Feeder 200 Amp. $ 93.00 $ Temp. Service/Feeder 201-400 Amp. $110.00 $ Temp. Service/Feeder 401-600 Amp. $149.00 $ Temp. Service/Feeder 601-1000 Amp . $168.00 $ Portal to Portal Hourly $ 96.00 $ Signal Circuit/ Limited Energy -1 & 2 Family Dwelling $ 64.00 $ Manufactured Home Connection $120.00 $ Renewable Electrical Energy - 5KVA System or Less $102.00 $ Thermostat $ 56.00 $ Note: $5.00 for each additional T-Stat NEW CONSTRUCTION ONLY: First 1300 Square Ft. $120.00 $ Each Additional 500 Square Ft. or Portion of $ 40.00 $ Each Outbuilding or Detached Garage $ 74.00 $ Each Swimming Pool or Hot Tub $110.00 $_ Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-466, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: ❑ Cash ❑ Check ❑ Credit Card # X&V—V Dated: 0110112012 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION r 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 11-00001224 Date 10/28/11 Application pin number . . . 876448 Property Address . . . . . . 912 W 4TH ST ASSESSOR PARCEL NUMBER: 06 -30 -00 -0 -1 -0605 -0000 - Tenant nbr, name . . . . . . DIANE MARKLEY Application type description RES REPAIR Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 4000 ---------------------------------------------------------------------------- Application desc ADD RAFTERS & RE -ROOF THE GARAGE ------------------ --------------------------------------------------------- Owner Contractor ------------------------ DIANE MARKLEY ------------------------ OWNER PO BOX 2835 PORT ANGELES WA 983620333 (360) 460-5639 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . ADD RAFTERS & RE -ROOF GARAGE Permit Fee . . . . 123.75 Plan Check Fee 80.44 .Issue Date . . . . 10/28/11 valuation . . . . 4000 Expiration Date . . 4/25/12 Qty Unit Charge Per Extension BASE FEE 95.75 2.00 14.00.00 THOU BL -2001-25K (14 PER K) 28.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary ----------------- Charged ---------- ---------- Paid Credited ---------- ---------- Due Permit Fee Total 123.75 123.75 .00 .00 Plan Check Total 80.44 80.44 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 208.69 208.69 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) �j VICtj '�5" 11, lam" 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. /6 2g 11 vFN 2k L E Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is b ilder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER INSULATE OR CONCEAL ANY WORK. BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage / Downspouts Piers Fire 417-4653 Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted by Under Floor / Slab Rough -in Water Line (Meter to Bldg) Gas Line Back Flow / Water AIR SEAL: Walls Ceiling FRAMING: Joists / Girders / Under Floor Shear Wall / Hold Downs Walls I Roof I Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall / Floor / Ceiling MECHANICAL: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -in Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs _ Skirting - . PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Li htin Landscaping FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW / Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 1I • I c.�� PREPARED 5/10/12, 13:43:42 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/10/12 ------------------------------------------------------------------------------------------------ ADDRESS . : 912 W 4TH ST SUBDIV: TENANT, NBR: DIANE MARKLEY CONTRACTOR : PHONE OWNER DIANE MARKLEY PHONE (360) 460-5639 PARCEL 06-30-00-0-1-0605-0000- APPL NUMBER: 11-00001224 RES REPAIR PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL - REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------ —-----------___ -' ----------------- — ------------------ BL99 01 12/20/11 JLL BLDG FINAL 12/20/11 DA December 20, 2011 8:15:48 AM pbarthol. Diane 460-5639 December 20, 2011 4:00:29 PM jlierly. '^ H -clips required on all rafters, ok to install siding /jll BL99 02 5/10/12Lp ` BLDG FINAL COMMENTS AND NOTES May 8, 2012 . P ORTNGELES W A S H I N G T O N, U. S. A COMMUNITY & ECONOMIC DEVELOPMENT Diane Markley PO Box 2835 Port Angeles, WA 98362 RE: Building Permit #11-1224 Address: 912 W 4`h Street Dear Ms. Markley: The above permit for the roof repair of the garage has expired. If the work is complete, please call us to schedule an inspection. If the work is not complete, an extension may be possible if requested in writing by May 18, 2012. If we have not heard from you in writing by that date, we will assume the project is abandoned and will expire the permit. Once the permit is expired, you would need to reapply and pay all associated permit fees to do the work in the future. Sincerely, qek-J�� eo-u Heather Catuzo Building Permit Technician 321 E 5`h Street Port Angeles, WA 98362 hcatuzoncityofpa.us 360-417-4817 Permit # I I I2Z� Date: Lf. U/ 11 PROJECT STATUS UPDATE q12w 4th5t I phoned the: Applicant D t a r� M r K I.ey at 4cOy Property Owner. Contractor I (left a phone message, or discussed): at at The permit (has expired, or will expire soon). What is the status of this project? Please call and schedule a final inspection. Or Submit a "permit extension request" letter. Or Let me know if the project is abandoned. w o t ca t ► for'-fi v\a,E 5gin T64 kP.v- --O ins D �- W Y`4-Ee-, V 5 ct-- l.xtvu lae-Fo re. 4 I2�-ZL la-- T:Forms/Building Division/Project Status Update PREPARED 12/20/11, 9:04:38 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/20/11 ---------------------------------------------------------- -------------------------------------- ADDRESS . : 912 W 4TH ST SUBDIV: TENANT, NBR: DIANE MARKLEY CONTRACTOR : PHONE OWNER DIANE MARKLEY PHONE (360) 460-5639 PARCEL 06-30-00-0-1-0605-0000- APPL NUMBER: 11-00001224 RES REPAIR -- ---- ---- -- --- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------- ----------------------------------------- BL99 01 12/20/11 JLL BLDGL— V ' December 20, 2011 8:15:48 AM pbarthol. --� Diane 460-5639 COMMENTS AND NOTES �-1-� clirs ill meati r° BUILDING / PLUMBING / MECHANICAL PERMIT APPLICATION - SHORT FORM (To be used for projects that do not require plan review.) Date Receive+12�4 Permit # i — City of Port Angeles Please print in ink. Date Appro4ed,,Attn: BuildingPermit Technician Approved b 321 E. 5th St., Port Angeles, WA 98362 360-417-4815 fax: 360-417-4711 Credit card payments are accepted Mon -Fri 8-5 pm (no Axpress) Hours: Mon through Fri 8 — 5 pm Cash & checks are accepted. Mon-Thurs 8:30-4 pm & Fri 0 pm Contact person: Phone: to® L/ ca Gza Property owner: �Cl Phone: Property owner's mailing address: 90 SAV :- Is o AAC\ed-Os WO R33�-� Contractor's business name: 7ro a. v�l c�` J or property owner's name if he/she is doing/overs einthe wdrk Pho ��' �°�' r! Contractor's mailing address: Contractor's L&I license number: Expiration date: Project Address: 1312,. + '-I"-'A- S ,?D Y:1 P\-0 . WY-) 983( -Z, Project Type: A Residential L� Commercial o Industrial L3 Multi -family Project Business Name: (for commercial, industrial, or multi -family projects) The following permits are usually issued over-the-counter immediately, without the need for plan review. Complete only the portions of this permit that are relevant to your project. Re -roof: ❑ house M-009arage ❑ other ❑ tear off & re -roof ❑ lay over one layer (J) Licensed contractor: Submit a copy of your re -roof bid. Project Valuation $ * (labor & materials, not including sales tax) Re -side: ❑ house ❑ garage ❑ other Project Valuation $ * (labor & materials, not including sales tax) Repair: (explain the project) fie_ V -00-V- 1V\ W,16 A c_ Project Valuation $ *Homeowner: If you will be doing / overseeing the work, then the project valuation will be determined by doubling the cost of materials, to reflect the value the repair adds to your property. Cost of materials C), ' x 2 = Project Valuation $ to d �•. �= ' T:Forms/Building Division/Building/Plumbing/Mechanical Permit Application — Short Form (Revised 2011) Page 1 of 2 Swimming Pool or Spa (>_ 24" deep): For prefabricated swimming pool or spa projects that do not require plan review: (✓) Obtain the City of PA handout entitled "Pools & Spas & follow the requirements. Project Valuation $ Demolition: A demolition permit is needed when an entire building gets demolished. What will be demolished? ❑ house ❑ garage ❑ other Note: some demolition permit applications need to be reviewed by various City departments, and may take approximately two weeks to obtain. (✓) Agree to ensure that all utilities are/will be properly turned off (and capped off if needed) prior to demolition. (✓) Obtain (from the City of PA) an aerial view map of the parcel and put an 'Y' over the structure(s) to be demolished. Submit the map with this application. (✓) Obtain (from the City of PA) a copy of the Olympic Region Clean Air Agency (ORCAA) Demolition Permit Application. Contact ORCAA at 360-417-1466 to discuss whether or not an ORCAA Demolition Permit will also be needed. ❑ yes ❑ no Will the debris be going to the Regional Transfer Station in Port Angeles? ❑ yes ❑ No If yes, will a licensed contractor be taking it there? V) If yes, obtain (from the City of PA) a copy of the Waste Disposal Application. Complete and submit the waste disposal application to the Building Permit Technician, now (or later if asbestos testing is needed). Plumbing Permit: (explain the project) Project Valuation $ Mechanical Permit: (explain the proiect) Project Valuation $ l have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date Signature E Print Name &L vK LL4 Page 2 of 2 Clallam County Assessor & Treasurer - Property Details - 56535 DIANE MARKLEY for... Page 1 of 2 Clallam County Assessor & Treasurer Property Search Results > 56535 DIANE MARKLEY for Year 2011 - 2012 Property Account Property ID: 56535 Legal Description: LT 3 & LT 4 EXC W20' BL106 Geographic ID: 0630000106050000 Agent Code: _--------- Second Half i i Type: Real _ ' Penalty_.__.�_.._,._..._._ __...z .._.....-.�._..,_ �ue , Base Paid Amount D ,. 1 Statement Details Tax Area: 0010 - PA 121 PORT ST CNTY H2 L WIMP Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi -Family Redevelopment: N Sketch Township: ;Property Image Section: Land Range: Roll Value History Location Address: 912 W FOURTH ST Mapsco _ PORT ANGELES, WA ! Neighborhood: PA West Res Map ID: 3 Neighborhood CD: 5151000 Owner Name: DIANE MARKLEY Owner ID: 38864 Mailing Address: PO BOX 2835 % Ownership: 100.0000000000% PORT ANGELES, WA 98362-0333 Exemptions: Owner Name: DIANE MARKLEY Owner ID: 38864 Mailing Address: PO BOX 2835 % Ownership: 100.0000000000% PORT ANGELES, WA 98362-0333 Exemptions: Taxes and Assessment Details Property Tax Information as of 10/28/2011 Amount Due if Paid on: NOTE: If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. Click on "Statement Details" to expand or collapse a tax statement. I First Half _--------- Second Half i i i Year � Statement IDInterest Base Amt. _ ' Penalty_.__.�_.._,._..._._ __...z .._.....-.�._..,_ �ue , Base Paid Amount D ,. 1 Statement Details 2011 151276 $1849.79 $1849.68 $0.00 $0.00 $3699.47 $0.00 Statement Details 2010 39574 $1770.42 $1770.34 $0.00 $0.00 $3540.76 $0.00 Values Taxing Jurisdiction Improvement / Building Sketch ;Property Image Land Roll Value History _ .......... Deed and Sales History Payout Agreement http://websrv8.clallam.net/propertyaccess/Property.aspx?cid=0&year=2011 &prop_id=56... 10/28/2011 0 CITY OF PORT ANGELES — Construction Plana u The issuance of this permit based Pon these plans, spe�ifi- ng afflicial cations and other data Sfthe corl not rec .0 O'vent the berl o' s in said from thereafter requiring from preventing pians, specifications and other caar iedata, Of on thereunder when in building operations being of this jurisdiction. violation of all codes and ordinances O c m m m mg 6adE1. Approval Date By &�� vu"�' on Tl� Er S CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT PERMIT NO. /3'S 0 DATE IV / WL>7 Site Address: EADY FOR ❑ WILL CALL FOR INSPECTION INSPECTION Installed By:Li�yryse�rumber: Phone: Owner/Business: Phone: Owner/Business Ad ss: V12��T� Sq. Ft. ❑ Residential Heat .KW ❑ Baseboard ❑ Furnace/Boiler ❑ Heatpump ❑ Other ❑ Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) ❑ New Construction ❑ Remodel ❑ Service update/alter/repair ❑ Add/alter circuits ❑ Auxiliary power (list below) ❑ Special equipment (list below) ❑ Overhead ❑ Underground Voltage ❑ 10 ❑ 30 Service size ❑ Temporary Details/Description: tjjir? W.S. No. Sen Capacity: ❑ O.K. ❑ Not O.K. ❑ Ditch inspection ❑ Rough-in/cover O.K. ❑ O.K. to connect service ❑ Final O.K. (� Comm Amps Id for: ❑ Easement ❑ Letter ❑ Signed up for service/meter ❑ Meter Department notified for installation ❑ Fire Department notified of inspection ❑ Plan Review approved/pending Site Address: Permit/Receipt No. 1'g -s O Installer: New MetersDate: O � 11) S— F-7 Notify the Department of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457.0411, EXT. 158 or EXT. 224. kip NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT /rTT c or Amount paid WHITE — file by address YELLOW — file by number PINK— Top: Eng, Bottom: Customer GREEN— Top: Inspector, Bottom: City Hall OLYMPIC PRINTERS. INC.