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2013, 09-27 Permit App: BLD-2013-2124 Residence Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue,Suite 8-3 PERMITf NUMEE•BER: Spokane Spokane Valley,WA 99206 Fax: (509)688-0037 . .,. Tel (509)688-0036 PERMTF ./*V alley permitcenterC�sooka nevallev.orq s . v RESIDENTIAL CONSTRUCTION PERMIT APPLICATION• ,, DECK OTHER � ' � ' � - ,... . .. NEW CONSTRUCTION ADDITION/REMODEL ACCESSORY BUILDING IN SITE ADDRESS: ASSESSORS PARCEL NO.:,36, , ,5Q,9.-. LEGAL DESCRIPTION: BUILDING ONER NAME: NAME: /21"W Oi h /I VI ADDRESS: CITY: r STATE: ZIP: PHONE:(/SU 59 7,2 3.-- �o 0 I t I FAX: CELL: CONTACT NAME: PHONE: FAX: CELL: CONTRACTOR NAME: 0/6. MAILING ADDRESS: // CITY: STATE: ZIP: PHONE: . FAX: CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF W RK IN DETAIL AND INDICATE USE &PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: No.of Stories Total Habitable Space: Main Floor SQ FT:I 2- r Unis tipper Floor SQ FTI 9 Unfihed Basemnt SQ Finished Basement SQ �( FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on Li-D-0 FT: (O© • Area: Property: No.of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ DISCLAIMER The permitted verifies,acknowledges and agrees by their signature that: 1)if this permit Is for construction or on a dwelling,the dwelling is/will be served by potable water. 2)Ownership of this City of Spokane Valley permit inure to the property owner.3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done In full compliance with the City of Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit Is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted and subsequently approved before this application can be processed. Signature //0/k,' /� Date: 9-) 7- 3 Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit -_Residential_11-11-11.doc RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN ❑ Property lines and dimensions o Setbacks to property lines ❑ Direction arrow pointing North and orientation to streets o Distance between buildings o Proposed/existing buildings(footprint and dimensions) o Right of way/easement location &sizes ❑ Utilities,septic tank/drain field locations and distances o Driveway approach size and location BUILDING PLANS(3 SETS)(minimum 1/8 inch scale or completely dimensioned) ❑ Elevations(Front/Rear/Sides)with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace,basement or slab on grade): o Footing sizes and locations o Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting o Crawlspace ventilation beams or girder trusses O Floor Plan of each level (finished or unfinished)with dimensions: o Floor Joist direction,size and spacing o Window and door location and sizes o Header, beam or concrete lintel sizes o Window well locations if applicable o Brace wall panel locations o Room usage labels o Water heater and furnace locations o Smoke detector locations o Exhaust fan locations o Attic and crawl space access locations o Deck or concrete patio sizes and locations 0 Fire Wall construction 0 Roof Plan: o Engineered truss direction and spacing o Ridge,eave and valley lines o Rafter and over frame direction,size and spacing o Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size,spacing &connection o Sheathing size and type ❑Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing o Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing!sole plate o Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type o Insulation,vapor barrier,gypsum wall board Floor o Joist size and spacing o Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width o Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal &vertical reinforcement if any Footing o Size o Reinforcement if any Radon o Passive system with Emil vapor barrier o Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions o Footings/post/and beam size and locations o Floor Joist/decking direction,size and spacing 0 Stairway tread rise&run and nosing 0 Handrail/Guard height&spacing ti SCITY OF COMMUNITY DEVELOPMENT DEPARTMENT pokane PLANNING DIVISION Valley® DETERMINATION OF COMPLETENESS REVIEW 11707 E Sprague Ave Suite 106♦Spokane Valley WA 99206 509.921.1000•Fax:509.921.1008•cityhall@spokanevalley.org Project Number: BLA-2013-0029 fiti(44C- Application Description: Request to elimina the lot line between two parcels Location: Parcel No(s).35 3.2802 and 35233.2819; located approximately two hundred and eighty(280)feet east of the intersection of 15th Avenue and Chronicle Road,further situated in the SW 1/4 of Section 23,Township 25 North,Range 43 East Willamette Meridian, Spokane County,Washington. Property Owner/Applicant: Alex Nikulin,3405 South Cook Street,#11, Spokane,WA 99223 Date of Application: September 16,2013 Date of Complete Determination: September 25,2013 Staff Contact: Micki Harnois,Planner (509)720-5332 mharnois@spokanevalley.org • Date Issued: September 25,2013 Signature:—79,1.174.4„. A YOUR APPLICATION IS: Complete The required components of an application are present and are judged by the Planning Division to meet the procedural submission requirements for this type of application and the information is sufficient for continued processing even though additional information may be required or project modification may be undertaken subsequently. The Determination of Completeness does not preclude the Planning Division from requesting additional information or studies either with this notice or subsequently if new information is required or substantial changes in the proposed action occur. The issuance of this Determination of Completeness shall not be construed to mean the project application or any of its components have been approved. Your application is being processed at this time. 13^ r `, Ii I Tapio Office Center,Green Flag Building 104 South Freya Street,Suite 110-F Wore-Invest Spokane,WA 99202 (509)532-1532 Voice 10111 131. q;Neci i.u Iurr. (509)534-0664 Fax July 16,2014 Alex Nikulin 3405 South Cook#11 Spokane,WA 99223 RE: Nikulin Study,4914 East 151"Avenue,spokane Valley,Washington Project Number. 2014074 Nikulin Study Dear Alex Nikulin, We have observed and reviewed the construction and condition of the rockery slope at the above referenced location. The rockery extends approximately 150 feet along the base of the slopes at the East and South sides of the property ranging in height from approximately 5'-0"at the ends to a maximum of approximately 12'-0" at the middle of the arc off the Southeast corner of the residence. The rockery is constructed using gravity stacked granite boulders ranging from 1-0"to 2'-0" in least dimension within the top 3'-0"to 4'-0"to 4'-0"to 5'-0" in least dimension at the base with 1'- 6"to 3'-0" least dimension sizes within the middle portions. The batter angle ranges from 10 degrees to 30 degrees with most portions at least 15 degrees. The soil behind, beneath and on the slope above the rockery consists of gravelly sand to sandy gravel with occasional boulders. At the top of the rockery a low slope bench area extends 4'-0" minimum to the base of the soil slope above. This rockery is adequately constructed to provide stable retention of the lower portion of the slope. The soil properties are generally stable for the slope above. Maintenance of the slope and rockery should include allowing, encouraging and irrigating vegetation on the slope, periodic observation and adjustment of runoff to minimize erosion and pooling and monitoring weathering behavior of boulders to prevent shifting and settling. If you have any questions or need any additional information, please call. Sincerely, C. DANT 4 ��OF wasyr cLts: Brett Danielson, P. E. Inland Northwest Engineering Incorporated /. S enclosure 0 29013�cb GIS BCD/bcd SSfoNAL ‘4 Duct Testing Calculator (New Construction) House address or lot #: �/�j /5_ Conditioned Floor Area: Ze-Z 3 Duct tester location: Pressure tap location: Ring (if applicable): Open ❑ 1 ❑ 2 E) ❑ At Rough-In or Post Construction Calculated Testi Test Method Standards Target CFM25 Air Handler Present (Leakage <4 CFM25 per 100 sf of CFA to Exterior or Total Leakage) Air Handler not Present < 3 CFM25 per 100 sf of CFA (Leakage to Exterior or Total Leakage) 1. Test CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Conditioned Floor Area: 7o-z. 3 Calculated Volume (cubic feet) Ceiling Hieght (ft) cs2 0 Calculated Test Standard Tested CFM50 Result (ACH50) 55.0 ACH50 (CFM50X 3o 7 / �, p� 60-conditioned Volume) ! " Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. Pascal (pa): Unit of pressure CFA: Conditioned floor area in square feet CFM25: Cubic feet per minute of air leakage at 25 pascals of pressure CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure Conditioned Volume: Volume of conditioned space (CFA X ceiling hieght) ACH50: Air changes per hour at 50 pascals of pressure • • Target Date sheet For1City Use Only / ,� PLUS Project 1'= `-C) 5 s ,2 / .2-� SCITYpokane �i Prpject Add ess A1Ci)c 6t- - / > / 2, aPi Valle ® � 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720-5240 ♦ Fax: 509.688.0037 ♦ permitcenter®spokanevaltey.org As part of our on-going commitment to customer service during the review process of your project application,we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date,we will contact you with a revised target date. Your application review TARGET DATE is (C 1 I The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review D Submit complete,accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. { D Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date.Staff may contact you before the target date if the initial review is complete.By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete,your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3.Technical Compliance.Once an application is administratively complete,it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone,fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals,each reviewer will approve their section of the application and route it to the Permit Center.When all sections of the application are received,a Permit Specialist will process the application and contact the person specified on your application for ( permit pick-up.Information regarding fees and pre-construction meetings(if required)will be provided by the Permit Specialist at that time. CD-003 V-7/06-21-11 Page 1 of 1