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Home My WebLink About1302 P Street Address: 1302 P Street dR PREPARED 7/08/15, 13:03:12 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/08/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1302 P ST SUBDIV: CONTRACTOR : PHONE OWNER RAYMOND LEE/NANCY KAY SILCOX PHONE PARCEL 06-30-01-8-0-0150-0000- APPL NUMBER: 15-00000371 RES ACCESSORY BUILDING ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -—-—----------------------—-------—----- ---------------------—--------------------- BLFW O1 5/01/15 JLL BLDG FOUND FTG/STEM WALL 5/01/15 AP May 1, 2015 8:38:38 AM jlierly. 477-4889 ray May 1, 2015 4:41:14 PM jlierly. BL3 01 5/18/15 JLL BLDG FRAMING 5/18/15 AP May 15, 2015 12:42:44 PM Jlierly. ray 477-4889 May 18, 2015 3:53:00 PM jlierly. \ BL99 01 7/08/15 BLDG FINAL July 8, 2015 1:06:32 PM jlierly. Ray 477-4889 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES ®r DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION ' �0 321 EAST 5TH STREET, PORT ANGELES, WA 98362 �i Application Number . . . . . 15-"OMM371 Date 4/27/15 Application pin number . . . 847194 Property Address . . . . . 1302 P ST ASSESSOR PARCEL NUMBER: 06-30-01-8-0-0150-0000- REPORT SALES TAX Application type description RES ACCESSORY BUILDING Subdivision Name . . . . . . On your state excise tax form Property Use . . . . . . . to the City of Port Angeles ProAppprty licationnvaluation . . . . RS9 R150 OL SINGLE FAMILY (Location Code 0502) Application desc NEW 400SF GARAGE ----------------------------------------------------------------------------- Owner Contractor ------ RAYMOND LEE/NANCY KAY SILCOX OWNER 1302 P ST PORT ANGELES WA 98363 ----------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . NEW 400SF GARAGE Permit Fee . . . . 277.75 Plan Check Fee 180.54 Issue Date . . . . 4/27/15 Valuation . . . . 15000 Expiration Date 10/24/15 Qty Unit Charge Per Extension BASE FEE 95.75 13.00 14.0000 THOU BL-2001-25K (14 PER K) 182.00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments Electrical load calculations and electrical permits are '~ required. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. T 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. All disturbed area's on site not covered by new improvements �R should meet the attached soil quality and depth standard. No downspouts shall shall be connected to sanitary sewer. Use existing driveway. ---------------------------------------------------------------------------- Other Fees . . . . . . STATE SURCHARGE 4.50 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 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 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 Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: • Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 r Page 2 Application Number . . . . . 15-00000371 Date 4/27/15 Application pin number . . . 847194 ---- ------------- --- ------ ---- ---------- REPORT SALES TAX Fee summary Charged Paid Credited Due --------_ ---------- -- ---------- -- on your state excise tax form Permit Fee Total 277.75 277.75 .00 .00 to the City of Port Angeles Plan Check Total 180.54 180.54 .00 .00 Other Fee Total 4.50 4.50 .00 .00 (Location Code 0502) Grand Total 462.79 462.79 .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 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 Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof_L_Ceilin Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA. Parkin /Lighting ESA: Landscaping SHORELINE: 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 T:Forms/Building Division/Building Permit THE CITY ofP'111_�_;o TANGELES_ For City Use Permit# � W A S H 1 1d G �T o N, U. S. Date Received: d" 321 E Sch Street ate Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits(@cityofpa.us BUILDING PEIZMI PLICATION Project Address: )302 3T Phone: 0360) y�7- cf 93,9 Primary Contact: Email: Vc.y w c&L, Sticox ��y McA'A. co" Name (�A. C Phone (3 0) y77-q 89�c1 Property Mailing Address f S0Z ST Email Owner rCAyl VVIA s, ww:`1. C-0 V11 City PO�-i UylbeJes State i zipV93 r, Name Phone Contractor Address Email Information city State zip Contractors License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) �S—11 $ ISS ovo Residential ® Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following, fill out both pages of permit application: (check New Construction ® Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ElPlumbing 11Other ElFire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes 0 No Yes No 19 r —Eng- Project Description ColnS'�-crt�c s ,tf. Oe_+ucLed W)OA'I vo�:1 e Is project in a Flood Zone: Yes ® NoM Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the 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 work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. q —Iq IS tic, mokJ Ln cox Date Print flame Signature QJ 41� Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor �O Covered Deck/Porch/Entry Deck(over 30"or z° floor) Garage 5 7 10 Carport Other(describe) S� q670 Area Totals Z--7-I& q00 Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage_lot size) ZO j Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage-- lot size) 3274 - I9 Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17.13.docx f j / ��♦s f - EXISTING u / 7 f f l DRAINAGE SWALE � /f 'j\ ♦ 1 � f f f IIGHTLINETIED TO :., DOWNSPOUTS� ,�b �',y� N, ♦ / t , / riG DRAIN p �_ ♦ �b- W EW, 0RAJ.t4Lf f,2 61 cb L J 1`i CoNc DRIVE& 1 L3 a1DEVJALK { • f \\j CULVERT ` j SITE PLAN SCALE. F=30-0'. t1 ; J UTUCA' BLUFFS 1 1 302 R STREET PORT ANGELES, WA 93363 AST -alt",e L . � I. 'E:"I i . - Doo R . � A�i-Phlr4 L I SN 7/� s l-,4 �iL�vF�-i`loN srtii�t� wr H..t=, ncc-sr� ar,t M:� vAA. t�tz I " ---- ------- = -------- lcxT :� iz 30 631M )4o WIP5 - J ` _ i t i ox3 _ 3••I — — CGt166:,Gv f - r s-- -- _.—___ -- __......_ _ _ —.. — - }- I DcbjZ f I2 - i i WAST F! �vfi-f`i r= IS " Sul n ti i ND L 6 H a7H I 1,i&1 F T1 L... 1 l�J l/ `l.la.,nrict kor2 I?�LTS r+ i I _ 4' s h co�hGFr2 ; 5 �o 1 4'-�° \ ua ---- ----- ---- r- ,yam u, n poiV SEHr_N I r°-itt' : lio.. 4, ?--Az- r I , : i ---- -- - ... — ---- I \A/A I :ZD lL 77 N O,'ZTi-F �i:Ct1 T;G f CITY OF PORT AWGELE RE@The Issuance of thisrmit Wt ed ui=dem 1O� r j Pe ,2 specifications and othea data Ohall=PM 7 W — \'�-1 S building official froth 3berGa&0 s�Phlpr t - ;i �.-. MARDI PANEL�1�iN� ti,3 P correction of errors in said pl ]s,ski e'eti other data,or from�reventins buNding® do au1•t 1 r tc being carried on thereunder vuben im ereolzs8u (9 02 �I t," �v v=r-- Er, SLAB aN E �� Vi codes and ordinances of this jtrrisdaetrao�> ALL S - ,f h ,1 _ - cl i Bate - — wr w`i - _7'o FL O l� I I ate : e , __._...__...___.._.------------_.___...,..__..,._.___.___._.. Na,�nl �La:>`itK-�Ir..n+•l� � � Oxo DFk-•I�.:,.�o l2� � AND 4" S c-t_----- -- x�u>az... __._........- ... _.....__.._..._._......:. a -- ----._ .'-. " _.-...---------- STREET ---S I IACCT FLOOR PLA,i,I N� SU+J-1"l; E_j_ V0..'pCDJf t/4,l= I, tel, U ��ItF:tA �..cDM l-a�.�.c��ie +.It(�i i� �,jf••i<S,i .y •:� .. �'u'17.�ta�N��.'LxcILS�::��i:,i�,}'d�'y�� :%; Q '•� r.9�a ar'�:F} ��xii�d'�.FG�fJ ��SF;.•1;4jS:3,a3"„�Y.f;�S�. ;r.:.c? .. f BMP T5.13 Post-Construction Soil Quality and Depth Purpose and Definition Naturally occurring(undisturbed)soil and vegetation provide important stormwater functions including:water infiltration;nutrient,sediment,and pollutant adsorption;sediment and pollutant biofiltration;water interflow storage and transmission,and pollutant decomposition. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost,but such landscapes themselves become pollution-generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals,the concentration of pet wastes,and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post development landscape,provides increased treatment of pollutants and sediments that result from development and habitation,and minimizes the need for some landscaping chemicals,thus reducing pollution through prevention. Applications and Limitations Establishing a minimum soil quality and depth is not the same as preservation of naturally occurring soil and vegetation. However, _ establishing a minimum soil quality and depth will provide improved on- site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost,composted woody material,biosolids,and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise,it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. Design Guidelines • Soil retention. The duff layer and native topsoil should be retained in an undisturbed state to the maximum extent practicable. In any areas requiring grading remove and stockpile the duff layer and topsoil on site in a designated,controlled area,not adjacent to public resources and critical areas,to be reapplied to other portions of the site where feasible. • Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface,incorporated into a drainage facility or engineered as structural fill or slope shall,at project completion,demonstrate the following: 1. A topsoil layer with a minimum organic matter content of ten percent dry weight in planting beds,and 5%organic matter content in turf areas,and a pH from 6.0 to 8.0 or matching the pH of the February 2005 Volume V—Runoff Treatmenf BMPs 5-13 original undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. 2. Planting beds must be mulched with 2 inches of organic material 3. Quality of compost and other materials used to meet the organic content requirements: a. The organic content for"pre-approved"amendment rates can be met only using compost that meets the definition of "composted materials"in WAC 173-350-220. This code is available online at: http://www.ecy.wa.gov/programs/swfa/facilities/350.html The compost must also have an organic matter content of 35% to 65%,and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted materials as defined above;or other organic materials amended to meet the carbon to nitrogen ratio requirements, and meeting the contaminant standards of Grade A Compost. The resulting soil should be conducive to the type of vegetation to be established. • Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below 1. Leave undisturbed native vegetation and soil,and protect from compaction during construction 2. Amend existing site topsoil or subsoil either at default"pre- approved"rates,or at custom calculated rates based on specifiers tests of the soil and amendment 3. Stockpile existing topsoil during grading,and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic matter or depth requirements,either at a default "pre-approved"rate or at a custom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the requirements. 5-14 Volume V-Runoff Treatment BMPs February 2005 4 More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards,and is not compacted,does not need to be amended PlanningIPermitting/Inspection/Verification Guidelines&Procedures • Local governments are encouraged to adopt guidelines and procedures similar to those recommended in Guidelines and Resources For Implementing Soil Qualily and Depth BMP T5.13 in WDOE Storrawater Management Manual for Western Washington. This document is available at:littp: luti�nnr:soilsfoisalirion.or�. Maintenance • Soil quality and depth should be established toward the end of construction and once established, should be protected from compaction, such as from large machinery use,and from erosion. • Soil should be planted and mulched after installation. • Plant debris or its equivalent should be left on the soil surface to replenish organic matter. • It should be possible to reduce use of irrigation,fertilizers,herbicides , and pesticides. These activities should be adjusted where possible, rather than continuing to implement formerly established practices. Flow Reduction Credits Flow reduction credits can be taken in runoff modeling when BMP T5.13 is used as part of a dispersion design under the conditions described in: BMP T5.10 Downspout Diversion BMP T5.11 Concentrated Flow Dispersion BMP T5.12 Sheet Flow Dispersion Chapter III,Appendix III-C, Section 7.5:Reverse Slope Sidewalks Chapter III,Appendix III-C, Section 7.2.4:Road projects February 2005 — ^- Volume V-Runoff Treatment BMPs 5-15